| 2748543 | 87464 | None | Vol-I I No. 1.3 Page No. 5 | Earth work in surface excavation by manual means for lowering & levelling
the ground by chiselling and wedging in Hard rock for all works other than
foundation & depth not exceeding 100 mm as per drawing and technical
specifications, including setting out, barricading, caution lights, dressing of
excavated surfaces, disposing off the excavated spalls/stuff & stacking the
selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including
cost of labour, tools, usage & other appurtenances required to complete the
work. | Sqm | 185.85 | 185.85 | 40.0 | False | None | None | False | None | False | 7434.0 | 0 |
| 2748544 | 87464 | None | Vol-I I No. 1.14.1 Page no. 8 | Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 171.8 | False | None | None | False | None | False | 18399.78 | 0 |
| 2748545 | 87464 | None | Vol-I I No. 2.1.2 Page no. 15 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in
layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 23.74 | False | None | None | False | None | False | 141186.528 | 0 |
| 2748546 | 87464 | None | Vol-II I No. 5.4 Page no. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 34.5 | False | None | None | False | None | False | 231441.525 | 0 |
| 2748547 | 87464 | None | Vol-I I no. 2.2.1 Page No. 15 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 15.09 | False | None | None | False | None | False | 99614.3715 | 0 |
| 2748548 | 87464 | None | Vol-I S R Sl no. 1 a Page No. 111 | Addendum I -Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 8% | Cum | 528.1 | 528.1 | 15.09 | False | None | None | False | None | False | 7969.029 | 0 |
| 2748549 | 87464 | None | Vol-I I No. 2.2.1 Page no. 15 | Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 3.7 | False | None | None | False | None | False | 24424.995 | 0 |
| 2748550 | 87464 | None | Vol-I S R Sl no. 2 page No. 111 | Addendum I -Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50% | Cum | 3300.67 | 3300.67 | 3.7 | False | None | None | False | None | False | 12212.479 | 0 |
| 2748551 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 27.78 | False | None | None | False | None | False | 199603.467 | 0 |
| 2748552 | 87464 | None | Vol-I S R S L No. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 5029.6 | 5029.6 | 27.78 | False | None | None | False | None | False | 139722.288 | 0 |
| 2748553 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7257.0 | 7257.0 | 22.25 | False | None | None | False | None | False | 161468.25 | 0 |
| 2748554 | 87464 | None | Vol-I S R S L No. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 5079.9 | 5079.9 | 22.25 | False | None | None | False | None | False | 113027.775 | 0 |
| 2748555 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7328.85 | 7328.85 | 43.14 | False | None | None | False | None | False | 316166.589 | 0 |
| 2748556 | 87464 | None | Vol-I S R S L No. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 5130.19 | 5130.19 | 43.14 | False | None | None | False | None | False | 221316.3966 | 0 |
| 2748557 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 13.34 | False | None | None | False | None | False | 95849.901 | 0 |
| 2748558 | 87464 | None | Vol-I S R S L No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4311.09 | 4311.09 | 13.34 | False | None | None | False | None | False | 57509.9406 | 0 |
| 2748559 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7257.0 | 7257.0 | 30.04 | False | None | None | False | None | False | 218000.28 | 0 |
| 2748560 | 87464 | None | Vol-I S R S L No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4354.2 | 4354.2 | 30.04 | False | None | None | False | None | False | 130800.168 | 0 |
| 2748561 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7328.85 | 7328.85 | 14.29 | False | None | None | False | None | False | 104729.2665 | 0 |
| 2748562 | 87464 | None | Vol-I S R S L No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4397.31 | 4397.31 | 14.29 | False | None | None | False | None | False | 62837.5599 | 0 |
| 2748563 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 22.38 | False | None | None | False | None | False | 160803.657 | 0 |
| 2748564 | 87464 | None | Vol-I S R S L No. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3592.57 | 3592.57 | 22.38 | False | None | None | False | None | False | 80401.7166 | 0 |
| 2748565 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7257.0 | 7257.0 | 90.52 | False | None | None | False | None | False | 656903.64 | 0 |
| 2748566 | 87464 | None | Vol-I S R S L No. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3628.5 | 3628.5 | 90.52 | False | None | None | False | None | False | 328451.82 | 0 |
| 2748567 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7328.85 | 7328.85 | 20.35 | False | None | None | False | None | False | 149142.0975 | 0 |
| 2748568 | 87464 | None | Vol-I S R S L No. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3664.42 | 3664.42 | 20.35 | False | None | None | False | None | False | 74570.947 | 0 |
| 2748569 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7257.0 | 7257.0 | 0.86 | False | None | None | False | None | False | 6241.02 | 0 |
| 2748570 | 87464 | None | Vol-I S R S L No. 19 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45% | Cum | 3265.65 | 3265.65 | 0.86 | False | None | None | False | None | False | 2808.459 | 0 |
| 2748571 | 87464 | None | Vol-I I No. 2.5.2 Page no. 16 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7328.85 | 7328.85 | 2.16 | False | None | None | False | None | False | 15830.316 | 0 |
| 2748572 | 87464 | None | Vol-I S R S L No. 19 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Chejjas, Canopy & Other Architectural projections of
minor sections add 45% | Cum | 3297.98 | 3297.98 | 2.16 | False | None | None | False | None | False | 7123.6368 | 0 |
| 2748573 | 87464 | None | Vol-II I No. 6.8 Page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8367.45 | 8367.45 | 4.92 | False | None | None | False | None | False | 41167.854 | 0 |
| 2748574 | 87464 | None | Vol-II I No. 6.8 Page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8451.12 | 8451.12 | 67.28 | False | None | None | False | None | False | 568591.3536 | 0 |
| 2748575 | 87464 | None | Vol-II I No. 6.8 Page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8534.8 | 8534.8 | 112.09 | False | None | None | False | None | False | 956665.732 | 0 |
| 2748576 | 87464 | None | Vol-II I No. 6.15 Page No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery
& other incidental charges complete as per the direction of engineer
incharge of work. | Sqm | 1084.65 | 1084.65 | 16.83 | False | None | None | False | None | False | 18254.6595 | 0 |
| 2748577 | 87464 | None | Vol-II I No. 6.15 Page No. 14 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery
& other incidental charges complete as per the direction of engineer
incharge of work. | Sqm | 1095.5 | 1095.5 | 68.04 | False | None | None | False | None | False | 74537.82 | 0 |
| 2748578 | 87464 | None | Vol-I I No. 2.11 a Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings | t | 93929.85 | 93929.85 | 9.97 | False | None | None | False | None | False | 936480.6045 | 0 |
| 2748579 | 87464 | None | Vol-I I No. 2.11 a Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings | t | 94869.15 | 94869.15 | 16.79 | False | None | None | False | None | False | 1592853.0285 | 0 |
| 2748580 | 87464 | None | Vol-I I No. 2.11 a Page No. 18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings | t | 95808.45 | 95808.45 | 11.03 | False | None | None | False | None | False | 1056767.2035 | 0 |
| 2748581 | 87464 | None | Vol-II I No. 12.11 Page No. 99 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications. | Cum | 146427.48 | 146427.48 | 0.5 | False | None | None | False | None | False | 73213.74 | 0 |
| 2748582 | 87464 | None | Vol-II I No. 12.11 Page No. 99 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps),
but including cost of materials, labour, usage charges complete as per
specifications. | Cum | 147877.25 | 147877.25 | 0.18 | False | None | None | False | None | False | 26617.905 | 0 |
| 2748583 | 87464 | None | Vol-II I no. 12.51 Page no. 104 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting
two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | No | 1077.47 | 1077.47 | 10.0 | False | None | None | False | None | False | 10774.7 | 0 |
| 2748584 | 87464 | None | Vol-II I no. 12.51 Page no. 104 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting
two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | No | 1088.14 | 1088.14 | 1.0 | False | None | None | False | None | False | 1088.14 | 0 |
| 2748585 | 87464 | None | Vol-II I no. 12.20 Page no. 100 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete
as per specifications. (excluding cost of fixtures ) | Sqm | 6522.07 | 6522.07 | 4.32 | False | None | None | False | None | False | 28175.3424 | 0 |
| 2748586 | 87464 | None | Vol-II I no. 12.20 Page no. 100 | Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 30mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete
as per specifications. (excluding cost of fixtures ) | Sqm | 6586.65 | 6586.65 | 4.32 | False | None | None | False | None | False | 28454.328 | 0 |
| 2748587 | 87464 | None | Vol-II I No. 12.57.1 Page no. 105 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick Both side teak | Sqm | 4245.15 | 4245.15 | 7.56 | False | None | None | False | None | False | 32093.334 | 0 |
| 2748588 | 87464 | None | Vol-II I No. 12.57.1 Page no. 105 | Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. 30 mm thick Both side teak | Sqm | 4287.6 | 4287.6 | 22.68 | False | None | None | False | None | False | 97242.768 | 0 |
| 2748589 | 87464 | None | Vol-II I no. 11.34 B Page No. 86 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames
with rawl plugs screws etc. | Kg | 194.07 | 194.07 | 270.0 | False | None | None | False | None | False | 52398.9 | 0 |
| 2748590 | 87464 | None | Vol-II I no. 11.34 B Page No. 86 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames
with rawl plugs screws etc. | Kg | 195.99 | 195.99 | 1080.0 | False | None | None | False | None | False | 211669.2 | 0 |
| 2748591 | 87464 | None | Vol-II I No. 12.84 Page No. 108 | PProviding & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and
lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement
of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive
of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 5326.89 | 5326.89 | 52.2 | False | None | None | False | None | False | 278063.658 | 0 |
| 2748592 | 87464 | None | Vol-II I No. 12.84 Page No. 108 | PProviding & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and
lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement
of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size 1219mm x 1219mm. (The cost is inclusive
of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 5379.63 | 5379.63 | 46.8 | False | None | None | False | None | False | 251766.684 | 0 |
| 2748593 | 87464 | None | Vol-II I No. 12.85 Page No. 108 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) | Sqm | 6065.0 | 6065.0 | 5.4 | False | None | None | False | None | False | 32751.0 | 0 |
| 2748594 | 87464 | None | Vol-II I No. 12.93.2 Page No. 111 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/rice husk/
wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 g) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum
frame density of 850 kg/m3, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category
with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-InCharge.
(Fixtures shall be paid for separately) Size 62 x 125mm | m | 810.22 | 810.22 | 57.0 | False | None | None | False | None | False | 46182.54 | 0 |
| 2748595 | 87464 | None | Vol-II I No. 12.96 Page No. 112 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire
resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all
sides. M.S. stay shall be provided at the bottom to steady the frame | m | 675.15 | 675.15 | 6.3 | False | None | None | False | None | False | 4253.445 | 0 |
| 2748596 | 87464 | None | Vol-II I No. 12.96 Page No. 112 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire
resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all
sides. M.S. stay shall be provided at the bottom to steady the frame | m | 681.9 | 681.9 | 15.75 | False | None | None | False | None | False | 10739.925 | 0 |
| 2748597 | 87464 | None | Vol-II I No. 8.10 Page No. 43 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 221.55 | 221.55 | 352.11 | False | None | None | False | None | False | 78009.9705 | 0 |
| 2748598 | 87464 | None | Vol-II I No. 8.10 Page No. 43 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 223.76 | 223.76 | 915.67 | False | None | None | False | None | False | 204890.3192 | 0 |
| 2748599 | 87464 | None | Vol-II I No. 8.10 Page No. 41 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 225.98 | 225.98 | 841.7 | False | None | None | False | None | False | 190207.366 | 0 |
| 2748600 | 87464 | None | Vol-II I No. 8.8 Page No. 42 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement on the rough
side of single or half brick wall including rounding off corners wherever
required smooth rendering, providing and removing scaffolding, including
cost of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 384.3 | 384.3 | 108.24 | False | None | None | False | None | False | 41596.632 | 0 |
| 2748601 | 87464 | None | Vol-II I No. 8.8 Page No. 42 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement on the rough
side of single or half brick wall including rounding off corners wherever
required smooth rendering, providing and removing scaffolding, including
cost of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 388.14 | 388.14 | 126.85 | False | None | None | False | None | False | 49235.559 | 0 |
| 2748602 | 87464 | None | Vol-II I No. 8.8 Page No. 42 | Providing 15 mm cement plaster with cement mortar 1:3 (1 cement:
3 coarse sand) finished with a floating coat of neat cement on the rough
side of single or half brick wall including rounding off corners wherever
required smooth rendering, providing and removing scaffolding, including
cost of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 391.99 | 391.99 | 481.27 | False | None | None | False | None | False | 188653.0273 | 0 |
| 2748603 | 87464 | None | Vol-II I No. 8.10 Page No. 43 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 221.55 | 221.55 | 77.64 | False | None | None | False | None | False | 17201.142 | 0 |
| 2748604 | 87464 | None | Vol-II I No. 8.10 Page No. 43 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 223.76 | 223.76 | 505.09 | False | None | None | False | None | False | 113018.9384 | 0 |
| 2748605 | 87464 | None | Vol-II I No. 8.10 Page No. 43 | Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3
fine sand) on concrete surface / ceilings including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 225.98 | 225.98 | 37.3 | False | None | None | False | None | False | 8429.054 | 0 |
| 2748606 | 87464 | None | Vol-II I No. 8.1.1 Page No. 41 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:
4 fine sand) to brick masonry including rounding off corners wherever
required smooth rendering, providing and removing scaffolding, including
cost of materials, labour, curing complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 270.43 | 270.43 | 95.7 | False | None | None | False | None | False | 25880.151 | 0 |
| 2748607 | 87464 | None | Vol-II I No. 9.30 Page No. 64 | Providing and laying flooring and steps fine machine polished granite stone
slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including
cost of materials, mortar, labour, curing complete as per specifications. | Sqm | 5594.4 | 5594.4 | 104.72 | False | None | None | False | None | False | 585845.568 | 0 |
| 2748608 | 87464 | None | Vol-II I No. 9.30 Page No. 64 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including
cost of materials, mortar, labour, curing complete as per specifications. | Sqm | 5650.34 | 5650.34 | 70.88 | False | None | None | False | None | False | 400496.0992 | 0 |
| 2748609 | 87464 | None | Vol-II I No. 9.30 Page No. 64 | Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints fin ished with cement mortar 1:3 over existing cement concrete bed , including
cost of materials, mortar, labour, curing complete as per specifications. | Sqm | 5706.29 | 5706.29 | 35.0 | False | None | None | False | None | False | 199720.15 | 0 |
| 2748610 | 87464 | None | Vol-II I No. 9.17.2 Page No. 61 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm | Sqm | 1233.75 | 1233.75 | 191.93 | False | None | None | False | None | False | 236793.6375 | 0 |
| 2748611 | 87464 | None | Vol-II I No. 9.17.2 Page No. 61 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm | Sqm | 1246.09 | 1246.09 | 471.15 | False | None | None | False | None | False | 587095.3035 | 0 |
| 2748612 | 87464 | None | Vol-II I No. 9.17.2 Page No. 61 | Providing and laying Vitrified tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry
@ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm | Sqm | 1258.42 | 1258.42 | 519.99 | False | None | None | False | None | False | 654365.8158 | 0 |
| 2748613 | 87464 | None | Vol-II I no. 9.11 Page No. 60 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick ness to be specified by the manufacturer), of 1st quality conforming to
IS : 15622, of approved make, in all colours, shades, except White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1
Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2
including pointing the joints with white cement and matching pigments
etc., complete. | Sqm | 933.45 | 933.45 | 6.9 | False | None | None | False | None | False | 6440.805 | 0 |
| 2748614 | 87464 | None | Vol-II I no. 9.11 Page No. 60 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thick ness to be specified by the manufacturer), of 1st quality conforming to
IS : 15622, of approved make, in all colours, shades, except White, Ivory,
Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1
Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2
including pointing the joints with white cement and matching pigments
etc., complete. | Sqm | 942.78 | 942.78 | 21.72 | False | None | None | False | None | False | 20477.1816 | 0 |
| 2748615 | 87464 | None | Vol-II I No. 10.14 Page No. 71 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:
15622 (thickness to be specified by the manufacturer), of approved make,
in all colours, shades except burgundy, bottle green, black of any size as
approved by Engineer- in-Charge, in skirting, risers of steps and dados,
over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and
jointing with grey cement slurry @ 3.3kg/m2, including pointing in white
cement mixed with pigment of matching shade complete. | Sqm | 1172.91 | 1172.91 | 150.78 | False | None | None | False | None | False | 176851.3698 | 0 |
| 2748616 | 87464 | None | Vol-II I No. 8.51 Page No. 50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge. | Sqm | 105.0 | 105.0 | 429.75 | False | None | None | False | None | False | 45123.75 | 0 |
| 2748617 | 87464 | None | Vol-II I No. 8.51 Page No. 50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge. | Sqm | 106.5 | 106.5 | 1420.76 | False | None | None | False | None | False | 151310.94 | 0 |
| 2748618 | 87464 | None | Vol-II I No. 8.51 Page No. 50 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per
specifications and as per directions of Engineer in charge. | Sqm | 107.1 | 107.1 | 879.0 | False | None | None | False | None | False | 94140.9 | 0 |
| 2748619 | 87464 | None | Vol-II I No. 8.53.2 Page No. 50 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound) content less than 50 g/L, of approved brand and
manufacture, including applying additional coats wherever required,
to achieve even shade and colour. Two coats as per specifications and as
per directions of Engineer in charge. | Sqm | 103.95 | 103.95 | 2020.67 | False | None | None | False | None | False | 210048.6465 | 0 |
| 2748620 | 87464 | None | Vol-II I No. 8.53.2 Page No. 50 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound) content less than 50 g/L, of approved brand and
manufacture, including applying additional coats wherever required,
to achieve even shade and colour. Two coats as per specifications and as
per directions of Engineer in charge. | Sqm | 104.99 | 104.99 | 1660.22 | False | None | None | False | None | False | 174306.4978 | 0 |
| 2748621 | 87464 | None | Vol-II I No. 8.53.2 Page No. 50 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic
Compound) content less than 50 g/L, of approved brand and
manufacture, including applying additional coats wherever required,
to achieve even shade and colour. Two coats as per specifications and as
per directions of Engineer in charge. | Sqm | 106.03 | 106.03 | 766.43 | False | None | None | False | None | False | 81264.5729 | 0 |
| 2748622 | 87464 | None | Vol-II I No. 8.33.1 Page No. 46 | Finishing with Deluxe Multi surface paint system for interiors and exteriors
using Primer as per manufacturers specifications: Two coats applied on
walls @ 1.25 L/10 m² over and including one coat of Special primer applied
@ 0.75 L/10 m² with paint of approved quality to give an even shade, after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree
angle with 10 years life) | Sqm | 165.9 | 165.9 | 415.05 | False | None | None | False | None | False | 68856.795 | 0 |
| 2748623 | 87464 | None | Vol-II I No. 8.33.1 Page No. 46 | Finishing with Deluxe Multi surface paint system for interiors and exteriors
using Primer as per manufacturers specifications: Two coats applied on
walls @ 1.25 L/10 m² over and including one coat of Special primer applied
@ 0.75 L/10 m² with paint of approved quality to give an even shade, after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree
angle with 10 years life) | Sqm | 167.56 | 167.56 | 368.17 | False | None | None | False | None | False | 61690.5652 | 0 |
| 2748624 | 87464 | None | Vol-II I No. 8.33.1 Page No. 46 | Finishing with Deluxe Multi surface paint system for interiors and exteriors
using Primer as per manufacturers specifications: Two coats applied on
walls @ 1.25 L/10 m² over and including one coat of Special primer applied
@ 0.75 L/10 m² with paint of approved quality to give an even shade, after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree
angle with 10 years life) | Sqm | 169.22 | 169.22 | 416.85 | False | None | None | False | None | False | 70539.357 | 0 |
| 2748625 | 87464 | None | Vol-II I No. 8.55.1 Page No. 50 | Applying priming coats with primer of approved brand and
manufacture, having low VOC (Volatile Organic Compound) content.
With ready mixed pink or grey primer on wood work (hard and soft
wood) having VOC content less than 50 g/L as per specifications and as
per directions of Engineer in charge. | Sqm | 58.8 | 58.8 | 18.01 | False | None | None | False | None | False | 1058.988 | 0 |
| 2748626 | 87464 | None | Vol-II I No. 8.55.1 Page No. 50 | Applying priming coats with primer of approved brand and
manufacture, having low VOC (Volatile Organic Compound) content.
With ready mixed pink or grey primer on wood work (hard and soft
wood) having VOC content less than 50 g/L as per specifications and as
per directions of Engineer in charge. | Sqm | 59.39 | 59.39 | 29.61 | False | None | None | False | None | False | 1758.5379 | 0 |
| 2748627 | 87464 | None | Vol-II I No. 8.55.1 Page No. 50 | Applying priming coats with primer of approved brand and
manufacture, having low VOC (Volatile Organic Compound) content.
With ready mixed pink or grey primer on wood work (hard and soft
wood) having VOC content less than 50 g/L as per specifications and as
per directions of Engineer in charge. | Sqm | 59.98 | 59.98 | 9.72 | False | None | None | False | None | False | 583.0056 | 0 |
| 2748628 | 87464 | None | Vol-II I No. 8.40 Page No. 48 | Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two coats on new work after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 120.75 | 120.75 | 148.5 | False | None | None | False | None | False | 17931.375 | 0 |
| 2748629 | 87464 | None | Vol-II I No. 8.40 Page No. 48 | Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two coats on new work after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 121.96 | 121.96 | 130.14 | False | None | None | False | None | False | 15871.8744 | 0 |
| 2748630 | 87464 | None | Vol-II I No. 8.40 Page No. 48 | Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :Two coats on new work after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 123.16 | 123.16 | 90.0 | False | None | None | False | None | False | 11084.4 | 0 |
| 2748631 | 87464 | None | Vol-II I No. 13.48 Page No. 125 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)
Single socketed pipes 100 mm diameter | m | 305.55 | 305.55 | 92.0 | False | None | None | False | None | False | 28110.6 | 0 |
| 2748632 | 87464 | None | Vol-I I no. 1.9 Page no. 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. | Cum | 279.3 | 279.3 | 205.79 | False | None | None | False | None | False | 57477.147 | 0 |
| 2748633 | 87464 | None | Vol-I I no. 1.9 Page no. 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift upto 1.5 m. | Cum | 284.89 | 284.89 | 13.29 | False | None | None | False | None | False | 3786.1881 | 0 |
| 2748634 | 87464 | None | Vol-II I no. 15.2 page No. 149 | Providing and Applying PU based Elastomeric Liquid Applied PU
Waterproofing Membrane single component, cold applied, water based
acrylic PU dispersion with highly elastic and UV resistant water proofing
treatment to the Existing Roof surface/Chajjas/Sunken portion of
WC:Bathroom applied @ 1.2 l/per m2
, having tensile strength greater than
1.5N/mm2, elongation greater than 300% with solid content not less than
60% in 2 coats including surface preparation, priming the surface with
water based acrylic primer @0.1 l/m2
, and spreading 60 gsm geotextile
between two top coats completely as per specification. The finished cost
to include surface preparation, making coving at Junction, Bore Packing,
treatment of construction joints completely as per specification. | Sqm | 789.33 | 789.33 | 128.05 | False | None | None | False | None | False | 101073.7065 | 0 |
| 2748635 | 87464 | None | Vol-I I no. 2.4.1 Page No. 16 | Providing and laying in position Cement Concrete for all Sub structures of
building, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt
crushed graded coarse aggregates and fine aggregates as per relevant IS
Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including
all lead & lifts, cost of all materials of quality, confirming to the requirements
of relevant IS codes, labour, Usage charges of machinery, curing and all other
appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6858.68 | 6858.68 | 18.28 | False | None | None | False | None | False | 125376.6704 | 0 |
| 2748636 | 87464 | None | Vol-II I no. 7.18 Page No. 23 | Providing and laying cinder concrete in cement 1:15 ( 1 cement : 15 cinder
of 12.5mm nominal gauge) on terraced roof or sunken slabs, laid to slope
compacting, including cost of materials, labour, curing complete as per
specifications. | Cum | 2139.03 | 2139.03 | 3.26 | False | None | None | False | None | False | 6973.2378 | 0 |
| 2748637 | 87464 | None | Vol-II I No. 11.2 Page No. 77 | Providing and fixing Structural Steel work riveted, bolted or welded in
built up sections, trusses and framed work, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer all
complete including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in Charge | Kg | 121.02 | 121.02 | 25500.0 | False | None | None | False | None | False | 3086010.0 | 0 |
| 2748638 | 87464 | None | Vol-II I No. 7.38 Page no. 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape
and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+
0.05 %) total coated thickness with zinc coating 120 g/m2
as per IS: 277,
in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet
and polyester top coat 15-18 microns. Sheet should have protective guard
film of 25 microns minimum to avoid scratches during transportation and
should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of
size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/
vertical or curved surfaces, excluding the cost of purlins, rafters and trusses
and including cutting to size and shape wherever required. | Sqm | 608.33 | 608.33 | 566.3 | False | None | None | False | None | False | 344497.279 | 0 |
| 2748639 | 87464 | None | Vol-II I No. 7.39.2 Page no. 26 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Flashings/ Aprons ( Upto 600 mm) | m | 442.32 | 442.32 | 54.0 | False | None | None | False | None | False | 23885.28 | 0 |
| 2748640 | 87464 | None | Vol-II I No. 7.39.1 Page no. 26 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm) | m | 483.02 | 483.02 | 27.0 | False | None | None | False | None | False | 13041.54 | 0 |
| 2748641 | 87464 | None | Vol-II I No. 7.39.6 Page no. 27 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :Gutter (600 mm over all girth) | m | 1150.25 | 1150.25 | 54.0 | False | None | None | False | None | False | 62113.5 | 0 |
| 2748642 | 87464 | None | Vol-II I No. 7.54 Page no. 33 | Providing & Fixing of Integral Densified Tegular/Butt edged Eco Friendly
Lightweight Calcium Silicate Suspended Ceiling System in Module Size of
600x600x15mm with Exposed GI Plain T24 Grid for Offices, Hospitals,
Institutions, Airports, Banking Sector, Auditoriums, Community halls, labo ratories, Factories and All buildings in high humidity or coastal Areas. The
Eco Friendly Lightweight Calcium Silicate Ceiling tiles shall be made from
Non Cementitious Hydrated Calcium Silicate Slurry/Mixture, Reinforced
recycled material with fibers and natural fillers. Free from Formaldehyde
and other harmful materials. Doesn't contain any toxic ingredients.The
Tiles should have Humidity Resistance (RH) of 100%, Water Resistance
Non Combustible: as per BS:476 Part-4, Fire Performance: as per BS:476
Part-6 for Fire Propagation, as per BS:476 Part-7 for Surface Spread of
Flame, As per UK standards Fire Performace A1-S1-d0, Thermal Con ductivity K 0.048 to 0.050 w/m K as per ECBC code 2007, NRC (Noise
Reductions Coefficient) 0.5 to 0.75 (Semi Perforated & Fully Perforated
Tiles) as per IS 8225:1987, Sound Attenuation (STA) 30-32dB,Thickness
of tile should be 15mm thick with 450 kg/m3 density all around on edge
resting portion with Integral Densified edge and 10mm thick with 350 kg/
m3 density in the center of the body, Light Reflectance 85%, Weight of
material is 5-5.5 kg/m2 and Suitable for Green Building application with
InOrganic Recycled content of 46- 50% out of which 18-20% should be
FLYASH and meets the GRIHA & SVAGRIHA norms under the categories:
GRIHA V.2015 criterion:11&12, GRIHA V.3 criterion: 17&29 and SVAGRIHA
criterion:12 The tiles Shall be laid on 24mm Wide T-Sections Flanges
colour white having rotary stitching on all T sections i.e. the Main runner
with a web height of 38mm and 1200mm & 600mm Cross Tees with a web
height of 32mm having thickness of 0.33mm and Wall angle of 24*24mm
with 0.4 mm thickness , having load carrying capacity of 15 kg/m2. The
T sections should have Galvanizing of 120 g/m2
and need to be installed
with Suspension system. | Sqm | 2020.98 | 2020.98 | 403.28 | False | None | None | False | None | False | 815020.8144 | 0 |
| 2748643 | 87464 | None | Vol-II I No. 13.32.3 Page no. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00
m spacing. This includes jointing of pipes & fittings with one step CPVC
solvent cement and the cost of cutting chases and making good the
same including testing of joints complete as per direction of Engineer in
Charge. Concealed work, including cutting chases and making good the
walls etc. 25 mm nominal dia pipes | m | 500.85 | 500.85 | 90.0 | False | None | None | False | None | False | 45076.5 | 0 |
| 2748644 | 87464 | None | Vol-II I No. 13.32.4 Page no. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00
m spacing. This includes jointing of pipes & fittings with one step CPVC
solvent cement and the cost of cutting chases and making good the
same including testing of joints complete as per direction of Engineer in
Charge. Concealed work, including cutting chases and making good the
walls etc. 32 mm nominal dia pipes | m | 584.85 | 584.85 | 60.0 | False | None | None | False | None | False | 35091.0 | 0 |
| 2748645 | 87464 | None | Vol-II I No. 13.33.4 Page no. 122 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all CPVC
plain & brass threaded fittings This includes jointing of pipes & fittings
with one step CPVC solvent cement, trenching, refilling & testing of joints
complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes | m | 390.6 | 390.6 | 90.0 | False | None | None | False | None | False | 35154.0 | 0 |
| 2748646 | 87464 | None | Vol-5 I No. 10.1.6 Page no. 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. PVC pipes 90mm dia., 6 kg/sqcm & class 3 | m | 308.7 | 308.7 | 100.0 | False | None | None | False | None | False | 30870.0 | 0 |
| 2748647 | 87464 | None | Vol-5 I No. 10.1.7 Page no. 113 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing
and commissioning, including loading unloading at both destinations
and cuts of pipes wherever necessary including jointing of PVC pipes
and specials (excluding cost of specials) with jointing of approved
type, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excavation etc. complete and giving necessary
hydraulic test to the required pressure as per ISS (Contractor will make
his own arrangements for procuring water for testing) etc. PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 431.55 | 431.55 | 60.0 | False | None | None | False | None | False | 25893.0 | 0 |
| 2748648 | 87464 | None | Vol-II I no. 13.2.2 Page No. 117 | Providing and fixing brass bib cock of approved quality : 20 mm nominal bore | No | 320.25 | 320.25 | 24.0 | False | None | None | False | None | False | 7686.0 | 0 |
| 2748649 | 87464 | None | Vol-II I No. 13.3.2 Page no. 117 | Providing and fixing brass stop cock of approved quality : 20 mm nominal bore | No | 320.25 | 320.25 | 48.0 | False | None | None | False | None | False | 15372.0 | 0 |
| 2748650 | 87464 | None | Vol-II I No. 13.4.4 Page no. 117 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) : 50 mm nominal bore | No | 897.75 | 897.75 | 2.0 | False | None | None | False | None | False | 1795.5 | 0 |
| 2748651 | 87464 | None | Vol-II I No. 13.4.2 Page no. 117 | Providing and fixing Brass full way valve gate with C.I. wheel of
approved quality (screwed end) : 32 mm nominal bore | No | 627.9 | 627.9 | 4.0 | False | None | None | False | None | False | 2511.6 | 0 |
| 2748652 | 87464 | None | Vol-II I no. 13.34 Page no. 123 | Providing and placing on terrace (at all floor levels) polyethylene
water storage tank, IS : 12701 marked, with cover and suitable locking
arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank. | Ltr | 9.64 | 9.64 | 4000.0 | False | None | None | False | None | False | 38560.0 | 0 |
| 2748653 | 87464 | None | Vol-II I no. 14.2.1 page No. 131 | Providing and fixing white vitreous china pedestal type water closet
(European type W.C. pan) with seat and lid, 10 litre low level white P.V.C.
flushing cistern, including flush pipe, with manually controlled device
(handle lever), conforming to IS : 7231, with all fittings and fixtures
complete, including cutting and making good the walls and floors wherever
required : W.C. pan with ISI marked white solid plastic seat and lid | Each | 5079.9 | 5079.9 | 12.0 | False | None | None | False | None | False | 60958.8 | 0 |
| 2748654 | 87464 | None | Vol-II I no. 14.7.4 Page no. 132 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of
fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with
single 15 mm C.P. brass pillar tap | Each | 2462.25 | 2462.25 | 12.0 | False | None | None | False | None | False | 29547.0 | 0 |
| 2748655 | 87464 | None | Vol-II I No. 14.16 A Page No. 134 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre
long with S.S. triangular plate to Eureopean type W.C. of quality and make
as approved by Engineer - in - charge. | Each | 285.6 | 285.6 | 12.0 | False | None | None | False | None | False | 3427.2 | 0 |
| 2748656 | 87464 | None | Vol-II I No. 14.32.1 Page No. 136 | Providing and fixing mirror of superior glass (of approved quality) and
of required shape and size with plastic moulded frame of approved make
and shade with 6 mm thick hard board backing : Circular shape 450 mm dia | Each | 1142.4 | 1142.4 | 12.0 | False | None | None | False | None | False | 13708.8 | 0 |
| 2748657 | 87464 | None | Vol-II I No. 14.40.2 Page No. 137 | Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fittings arrangement
of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and
effective height of 88 mm, weighing not less than 190 g. | Each | 520.8 | 520.8 | 12.0 | False | None | None | False | None | False | 6249.6 | 0 |
| 2748658 | 87464 | None | Vol-II I no. 13.38 page No. 123 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete
with C.I. grating brick masonry chamber 100mm x 100mm size P type
with Non Modular common burnt clay bricks of designation 3.5& water
tight C.I. cover with frame of 300 x300 mm size (inside) the weight of
cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as
per standard design: | Each | 2658.6 | 2658.6 | 12.0 | False | None | None | False | None | False | 31903.2 | 0 |
| 2748659 | 87464 | None | Vol-II I no. 13.41 Page no. 124 | Providing and fixing trap of self cleansing design with screwed down
or hinged grating with or without vent arm complete, including cost of
cutting and making good the walls and floors :
* 100 mm inlet and 100 mm outlet
* Sand cast iron S&S as per IS: 3989 | Each | 1461.6 | 1461.6 | 12.0 | False | None | None | False | None | False | 17539.2 | 0 |
| 2748660 | 87464 | None | Vol-5 I No. 16.10 Page no. 191 | Constructing brick masonry chamber of internal dimension 450x450mm
and depth of 600mm (inner dimensions) with modular bricks of CD 75
in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering
12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing
CI cover & frame etc. excluding the cost of CI frame and cover. | Each | 4447.8 | 4447.8 | 6.0 | False | None | None | False | None | False | 26686.8 | 0 |
| 2748661 | 87464 | None | Vol-5 I No. 16.60.1 Page no. 208 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which
shall be laid from inside the customer property ) which includes: a)
Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE
Inspection chambres with lid consisting of inlet & outlet arrangements
with base, riser of min. 0.42 m depth which includes earth work,
fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like
Earthwork excavation for the pipeline trenches for laying of PVC-U pipes
for the house connections in all types of soils , disintegrated rock,soft
rock, hard rock, including cutting of any road using , crossing drains,
compound, Dismantling of existing structures like culverts, bridges,
retaining walls and other structure comprising of masonry, c.c. wood
work, steel work, including T & P and scaffolding wherever necessary
sorting the dismantled material, disposal of unserviceable and stacking
the serviceable material with all lifts and lead , restoring the damaged
portions inside or outside the property premises, refilling the portions
of trenches that are dug open including linking to existing sewer network
with appurtenances. complete 110 mm dia | Each | 8540.7 | 8540.7 | 2.0 | False | None | None | False | None | False | 17081.4 | 0 |
| 2748662 | 87464 | None | Vol-II I no. 11.26.1 Page no. 84 | Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Kg | 144.9 | 144.9 | 327.6 | False | None | None | False | None | False | 47469.24 | 0 |
| 2748663 | 87464 | None | Vol-II I No. 11.26.1 Page no. 84 | Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing, staircase railing and similar works,
including applying priming coat of approved steel primer. M.S. tube
including cost of materials, labour, usage charges of machinery complete
as per specifications and as per directions of the Engineer-in-Charge. | Kg | 146.35 | 146.35 | 327.6 | False | None | None | False | None | False | 47944.26 | 0 |
| 2748664 | 87464 | None | Vol-II I No. 7.1.1 Page No. 85 | Providing and fixing MS ladder between landings, 45 cms wide using
angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre,
with necessary supports of same angle iron etc. as directed, including
hand railing on both sides with 25mm dia. GI pipes with angle iron props
at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC
1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead
and lifts etc. complete with: MS angle of 65 x 65 x 8mm | m | 4687.77 | 4687.77 | 6.0 | False | None | None | False | None | False | 28126.62 | 0 |