| 3666510 | 133865 | None | PWD DSR 2023-24 IT.NO 19.3 | Demolishing R.C.C. work manually/ by mechanical means including stack- ing of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 4.0 | False | None | None | False | None | False | 10189.2 | 0 |
| 3666511 | 133865 | None | PWD DSR 2023-24 IT.NO 19.7.3 Page No 187 | Demolishing brick work manually/ by mechanical means including stacking
of serviceable material and disposal of unserviceable material to the
appropriate disposal area as per direction of Engineer-in-charge. In cement mortar | Cum | 1080.45 | 1080.45 | 14.88 | False | None | None | False | None | False | 16077.096 | 0 |
| 3666512 | 133865 | None | Vol-I I No. 1.4 Page No. 5 | Earth work excavation by manual means for drains, canals, waste weir, draft,
approach channels, key trenches, foundation of Buildings & bridges and such
simillar works in all kinds of soils, as per drawing and technical specifications,
including setting out, shoring, strutting, barricading, caution lights, removal
of stumps and other deleterious matter, excavated surface leveled and sides
neatly dressed disposing off the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of
labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 44.15 | False | None | None | False | None | False | 11218.515 | 0 |
| 3666513 | 133865 | None | Vol-II I No. 19.10.1 Page No. 188 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 1051.05 | 1051.05 | 6.25 | False | None | None | False | None | False | 6569.0625 | 0 |
| 3666514 | 133865 | None | PWD DSR 2023-24 IT.NO 2.1.2 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 5.92 | False | None | None | False | None | False | 35207.424 | 0 |
| 3666515 | 133865 | None | PWD DSR 2023-24 IT.NO 2.5.1 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 19.48 | False | None | None | False | None | False | 135610.02 | 0 |
| 3666516 | 133865 | None | Vol-I S R Sl no. 1(b) Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth All other types add 3% | Cum | 208.84 | 208.84 | 3.89 | False | None | None | False | None | False | 812.3876 | 0 |
| 3666517 | 133865 | None | Vol-I S R Sl no. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 4873.05 | 4873.05 | 2.79 | False | None | None | False | None | False | 13595.8095 | 0 |
| 3666518 | 133865 | 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 | 3480.75 | 3480.75 | 2.28 | False | None | None | False | None | False | 7936.11 | 0 |
| 3666519 | 133865 | None | Vol-I S R No. 14 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Beams, Lintels & Troughs of Aqueducts add 60% | Cum | 4176.9 | 4176.9 | 4.3 | False | None | None | False | None | False | 17960.67 | 0 |
| 3666520 | 133865 | None | Vol-I SR Sl no. 15 Page No. 112 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Roof Slabs add 50% | Cum | 3480.75 | 3480.75 | 5.88 | False | None | None | False | None | False | 20466.81 | 0 |
| 3666521 | 133865 | None | Vol-I S R Sl 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 | 3132.67 | 3132.67 | 0.34 | False | None | None | False | None | False | 1065.1078 | 0 |
| 3666522 | 133865 | None | PWD DSR 2023-24 IT.NO 5.1.1 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.6 | 5891.6 | 14.81 | False | None | None | False | None | False | 87254.596 | 0 |
| 3666523 | 133865 | None | PWD DSR 2023-24 IT.NO 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.5 | 6708.5 | 10.21 | False | None | None | False | None | False | 68493.785 | 0 |
| 3666524 | 133865 | None | PWD DSR 2023-24 IT.NO 2.11 | 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. | t | 93929.9 | 93929.9 | 1.95 | False | None | None | False | None | False | 183163.305 | 0 |
| 3666525 | 133865 | None | PWD DSR 2023-24 IT.NO 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 23.92 | False | None | None | False | None | False | 11904.984 | 0 |
| 3666526 | 133865 | None | Vol-II I No. 6.7 Page No. 13 | 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 1:4 (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 in charge of work. | Cum | 8621.55 | 8621.55 | 26.76 | False | None | None | False | None | False | 230712.678 | 0 |
| 3666527 | 133865 | None | PWD DSR 2023-24 IT.NO 12.12 | Providing Mathi/Nandi 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 | 130412.1 | 130412.1 | 0.48 | False | None | None | False | None | False | 62597.808 | 0 |
| 3666528 | 133865 | None | PWD DSR 2021-22 IT.NO 11.34B | 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 | 192.15 | 192.15 | 180.0 | False | None | None | False | None | False | 34587.0 | 0 |
| 3666529 | 133865 | None | PWD DSR 2023-24 IT.NO 8.34.3 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 52.5 | 52.5 | 16.2 | False | None | None | False | None | False | 850.5 | 0 |
| 3666530 | 133865 | None | PWD DSR 2023-24 IT.NO 8.40 | 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 | 120.8 | 120.8 | 16.2 | False | None | None | False | None | False | 1956.96 | 0 |
| 3666531 | 133865 | None | PWD DSR 2023-24 IT.NO 12.51 | 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 | 1066.8 | 1066.8 | 1.0 | False | None | None | False | None | False | 1066.8 | 0 |
| 3666532 | 133865 | None | PWD DSR 2023-24 IT.NO 12.52 | Fixing of window 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 debries with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. | No | 811.7 | 811.7 | 5.0 | False | None | None | False | None | False | 4058.5 | 0 |
| 3666533 | 133865 | None | PWD DSR 2023-24 IT.NO 8.9 Page No 42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a
top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement
: 3 coarse sand) finished rough with sponge 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 | 404.25 | 404.25 | 262.91 | False | None | None | False | None | False | 106281.3675 | 0 |
| 3666534 | 133865 | None | PWD DSR 2023-24 IT.NO 8.10 | 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 | 26.58 | False | None | None | False | None | False | 5888.799 | 0 |
| 3666535 | 133865 | None | PWD DSR 2023-24 IT.NO 2.1.4 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 2.66 | False | None | None | False | None | False | 17364.081 | 0 |
| 3666536 | 133865 | None | PWD DSR 2023-24 IT.NO 9.23 Page No 63 | Providing and laying flamed finish Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone
slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and as directed
by the Engineer-in-Charge :
** Flamed finish granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 2589.3 | 2589.3 | 36.36 | False | None | None | False | None | False | 94146.948 | 0 |
| 3666537 | 133865 | None | PWD DSR 2023-24 IT.NO 12.21 | Providing and fixing in position fully panelled Matti/Nandi 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 | 6029.1 | 6029.1 | 2.52 | False | None | None | False | None | False | 15193.332 | 0 |
| 3666538 | 133865 | None | PWD DSR 2023-24 IT.NO 12.32 | Providing and fixing in position Mathi / Nandi wood fully panelled shutters for windows with stiles and rails of 25mm. thick, 75mm wide in two halves with panels of 20mm thick including cost of materials, labour charges, usage charges complete as per specifications. (excluding cost of fixtures) | Sqm | 6134.1 | 6134.1 | 7.2 | False | None | None | False | None | False | 44165.52 | 0 |
| 3666539 | 133865 | None | PWD DSR 2023-24 IT.NO 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 | 143.85 | 143.85 | 36.13 | False | None | None | False | None | False | 5197.3005 | 0 |
| 3666540 | 133865 | None | PWD DSR 2023-24 IT.NO 8.29 page no 45 | Finishing walls with textured exterior paint of required shade :New work
(Two coats applied @ 3.28 L/10 m²) over and including priming coat of
exterior primer applied @ 2.20kg/10 m² 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. | Sqm | 297.15 | 297.15 | 97.42 | False | None | None | False | None | False | 28948.353 | 0 |
| 3666541 | 133865 | None | PWD DSR 2023-24 IT.NO 8.34.1 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 55.65 | 55.65 | 27.54 | False | None | None | False | None | False | 1532.601 | 0 |
| 3666542 | 133865 | None | PWD DSR 2023-24 IT.NO 8.33.2 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 144.9 | 144.9 | 21.87 | False | None | None | False | None | False | 3168.963 | 0 |
| 3666543 | 133865 | None | Vol-II I No. 9.24 Page No. 63 | Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing,
curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.
** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. | Sqm | 2994.6 | 2994.6 | 1.13 | False | None | None | False | None | False | 3383.898 | 0 |
| 3666544 | 133865 | None | Vol-II I No. 12.54 Page No. 104 | Providing & fixing factory made PVC Door frame of size 50x47mm with
a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam
sheet metered cut at corners & jointed 2 No.s of 150mm long brackets
of 15x15mm M.S Square tube, the entire door frame to be reinforced with
19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the
wall using M.S. Screws of 65/80mm size complete as per manufacturers
specification & direction of Engineer-in-charge. | m | 333.9 | 333.9 | 5.7 | False | None | None | False | None | False | 1903.23 | 0 |
| 3666545 | 133865 | None | Vol-II I No. 12.55.2 Page No. 104 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled
Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and
15x15mm for top & bottom rails, covered with heat moulded Prelaminated
PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm
thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom
rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert
for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated
on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC
Designer beading on either side & joined together with solvent cement
adhesive etc., Complete as per manufacturers specification & direction of
Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with one side prelam | Sqm | 2142.0 | 2142.0 | 1.58 | False | None | None | False | None | False | 3384.36 | 0 |
| 3666546 | 133865 | None | Vol-II I No 9.11 Page No 60 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness
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 | 1.44 | False | None | None | False | None | False | 1344.168 | 0 |
| 3666547 | 133865 | None | Vol-II I no 9.38 Page no 65 | Providing skirting, dadooing, rises of steps with white glazed tiles 6mm
thick on 10mm thick cement plaster 1:3 and jointed with white cement
slurry over existing rough plaster surface using glazed tiles of approved
make and size including cost of materials, labour, complete as per
specifications. | Sqm | 1461.6 | 1461.6 | 12.2 | False | None | None | False | None | False | 17831.52 | 0 |
| 3666548 | 133865 | None | Vol-II I no 12.62 Page No 105 | Providing and fixing chromium plated brass handles of 100/125 mm with
necessary screws etc. complete | No | 248.85 | 248.85 | 17.0 | False | None | None | False | None | False | 4230.45 | 0 |
| 3666549 | 133865 | None | Vol-II I no 12.63 Page no 105 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to
required colour or shade, with necessary screws etc. complete | No | 136.5 | 136.5 | 32.0 | False | None | None | False | None | False | 4368.0 | 0 |
| 3666550 | 133865 | None | Vol-II I No 12.71.1 Page no 106 | Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating
and fixing with necessary screws etc., complete. Nickel plated mild steel piano hinges 1 mm thick 35 mm wide | m | 312.9 | 312.9 | 33.0 | False | None | None | False | None | False | 10325.7 | 0 |
| 3666551 | 133865 | None | Vol-II I no 8.28 Page No 45 | Finishing walls with water proofing cement paint of required shade :New
work (Two coats applied @ 4.84 kg/10 m²) 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. | Sqm | 93.45 | 93.45 | 133.65 | False | None | None | False | None | False | 12489.5925 | 0 |
| 3666552 | 133865 | None | Vol-II I No 15.1 Page No 149 | Providing and laying water proofing treatment to the Roof with PU based
single component elastomeric pure polyurethane based coating on New
terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing
membrane that is highly elastic with elongation greater than
400% and tensile strength greater than 2MPa as per ASTM D412. The
waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve
final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy
primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing
membrane. The finished cost to include surface preparation,
making coving at Junction, Bore Packing, treatment of construction joints
completely as per specification. | Sqm | 857.85 | 857.85 | 32.96 | False | None | None | False | None | False | 28274.736 | 0 |
| 3666553 | 133865 | None | Vol-II I No 8.84 Page no 55 | Providing wall black boards in 12mm thick with CM 1:3 and applied with
primer & two coats of acrylic emulsion black paint including finishing
etc.,complete. | Sqm | 498.75 | 498.75 | 5.76 | False | None | None | False | None | False | 2872.8 | 0 |
| 3666554 | 133865 | None | Vol-II I No 12.58 Page no 105 | Providing and fixing bright finished brass hanging type floor door stopper
with necessary screws, etc. complete | No | 126.0 | 126.0 | 1.0 | False | None | None | False | None | False | 126.0 | 0 |
| 3666555 | 133865 | None | Vol-II I No 13.53 Page no 126 | Constructing brick masonry chamber for underground C.I. inspection
chamber and bends with bricks in cement mortar 1:4 (1 cement : 4
coarse sand) C.I. cover with frame (light duty) 455x610 mm internal
dimensions, total weight of cover with frame to be not less than 38
kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab
with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20
mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand
: 10 graded stone aggregate 40 mm nominal size), inside plastering 12
mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished
smooth with a floating coat of neat cement on walls and bed concrete etc.
complete as per standard design: Inside dimensions 455x610 mm and
45 cm deep for single pipe line : With common burnt clay (non modular)
bricks of class designation 3.5 | Each | 5924.1 | 5924.1 | 1.0 | False | None | None | False | None | False | 5924.1 | 0 |
| 3666556 | 133865 | None | Vol-II I No 13.56 Page no 127 | Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick
honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm
diameter, 1.8 m long complete as per standard design.With common
burnt clay (non modular) bricks of class designation 3.5 | Each | 24175.2 | 24175.2 | 1.0 | False | None | None | False | None | False | 24175.2 | 0 |
| 3666557 | 133865 | None | Vol-II I no 14.1.1 Page No 131 | Providing and fixing water closet squatting pan (Indian type W.C. pan )
with 100 mm sand cast Iron P or S trap, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with
integral type foot rests | Each | 5128.2 | 5128.2 | 1.0 | False | None | None | False | None | False | 5128.2 | 0 |
| 3666558 | 133865 | 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. | l | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 |
| 3666559 | 133865 | None | Vol-II I no 13.31.4 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, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 32 mm nominal dia Pipes | m | 420.0 | 420.0 | 50.0 | False | None | None | False | None | False | 21000.0 | 0 |
| 3666560 | 133865 | None | Vol-II I No 13.31.2 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, including fixing the pipe with clamps at
1.00 m spacing. This includes jointing of pipes & fittings with one step
CPVC solvent cement and testing of joints complete as per direction of
Engineer in Charge.
Internal work - Exposed on wall 20 mm nominal dia Pipes | m | 254.1 | 254.1 | 30.0 | False | None | None | False | None | False | 7623.0 | 0 |
| 3666561 | 133865 | 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 | 10.0 | False | None | None | False | None | False | 3202.5 | 0 |
| 3666562 | 133865 | None | Vol-V I No 9.1.4 Page no 95 | Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveying
to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of
pipes and specials with electrofusion welding, giving hydraulic test
as per relevant ISS with all lead and lifts including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selected
earth available from the excation, testing and commissioning. The
rate is exclusive of required specials and fittings wherever necessary
like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete
(Contractor will make his own arrangements for procuring water for
testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,110mm dia | m | 492.45 | 492.45 | 8.0 | False | None | None | False | None | False | 3939.6 | 0 |