3131037 | 107566 | None | PWD-SR-2023-24- VOL - 3 2.11 IIA | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, rting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical means
| Cum | 754.95 | 754.95 | 324.0 | False | None | None | False | None | False | 244603.8 | 0 |
3131038 | 107566 | None | PWD-SR-2023-24- VOL-3 2.8-ii-A | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, rting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Cement Concrete Grade M-15 & M-20, By Mechanical Means | Cum | 754.95 | 754.95 | 63.0 | False | None | None | False | None | False | 47561.85 | 0 |
3131039 | 107566 | None | PWD-SR-2023-24- VOL-1 I.NO. 1.12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth MORTH Specification No.304. | Cum | 99.75 | 99.75 | 110.43 | False | None | None | False | None | False | 11015.3925 | 0 |
3131040 | 107566 | None | PWD-SR-2023-24- VOL-1 I.NO. 2.1.3 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 17.3 | False | None | None | False | None | False | 108790.185 | 0 |
3131041 | 107566 | None | PWD-SR-2023-24- VOL -3 I. NO. 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 7151.55 | 7151.55 | 21.6 | False | None | None | False | None | False | 154473.48 | 0 |
3131042 | 107566 | None | PWD-SR-2023-24- VOL-1 I.NO. 2.2.1 | 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 lasticizers 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 | 4.92 | False | None | None | False | None | False | 32478.642 | 0 |
3131043 | 107566 | None | PWD-SR-2023-24- VOL-1 I.NO. 2.4.3 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 17.55 | False | None | None | False | None | False | 116756.64 | 0 |
3131044 | 107566 | None | PWD-SR-2023-24- VOL-1 I.NO. 2.4.3 | 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 equirements 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 | 6652.8 | 6652.8 | 104.09 | False | None | None | False | None | False | 692489.952 | 0 |
3131045 | 107566 | None | PWD SR 2023-24 P.NO -17, V-I Item No -2.5.2 | 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 | 20.74 | False | None | None | False | None | False | 149020.011 | 0 |
3131046 | 107566 | None | PWD-SR-2023-24- VOL-1 I. NO. 2.11.d | 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. Super structure of Bridges | Tonne | 90754.65 | 90754.65 | 11.25 | False | None | None | False | None | False | 1020989.8125 | 0 |
3131047 | 107566 | None | PWD-SR-2023-24- VOL-3 I. NO. 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | Cum | 2810.85 | 2810.85 | 88.08 | False | None | None | False | None | False | 247579.668 | 0 |
3131048 | 107566 | None | PWD-SR-2023-24- VOL-3 I. NO. 12.3 A | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification, MORTH Specification No.710.1.4.of IRC:78 & 2200 | Cum | 1226.4 | 1226.4 | 202.24 | False | None | None | False | None | False | 248027.136 | 0 |
3131049 | 107566 | None | PWD-SR-2023-24- VOL-3 I.NO. 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant)
| Cum | 12426.75 | 12426.75 | 21.6 | False | None | None | False | None | False | 268417.8 | 0 |
3131050 | 107566 | None | PWD-SR-2023-24- VOL-3 I. NO. 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
| Mtr | 250.95 | 250.95 | 40.0 | False | None | None | False | None | False | 10038.0 | 0 |
3131051 | 107566 | None | PWD-SR-2023-24- VOL-3 I.NO. 13.3 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 m3 per 10
m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. | Sqm | 525.0 | 525.0 | 184.32 | False | None | None | False | None | False | 96768.0 | 0 |
3131052 | 107566 | None | PWD-SR-2023-24- VOL-3 I.NO. 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | No | 3434.55 | 3434.55 | 8.0 | False | None | None | False | None | False | 27476.4 | 0 |
3131053 | 107566 | None | PWD-SR-2023-24- VOL-3 I.NO. 13.14 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.
| Sqm | 88.2 | 88.2 | 317.2 | False | None | None | False | None | False | 27977.04 | 0 |
3131054 | 107566 | None | PWD-SR-2023-24- VOL-3 I.NO. 8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 785.4 | 785.4 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 |
3131055 | 107566 | None | PWD-SR-2023-24- VOL-3 I. NO. 8.8 | Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level asper approved drawing | No | 10187.1 | 10187.1 | 1.0 | False | None | None | False | None | False | 10187.1 | 0 |
3131056 | 107566 | None | PWD VOL-3 I.NO. 16.15 b | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | Mtr | 8355.9 | 8355.9 | 20.0 | False | None | None | False | None | False | 167118.0 | 0 |
3131057 | 107566 | None | PWD-SR-2023-24- VOL-1 I.NO. 2.1.3 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 3.96 | False | None | None | False | None | False | 24902.262 | 0 |
3131058 | 107566 | None | PWD-SR-2023-24- VOL-3 I.NO. 3.12 | Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313. | Cum | 153.3 | 153.3 | 15.75 | False | None | None | False | None | False | 2414.475 | 0 |
3131059 | 107566 | None | PWD-SR-2023-24- VOL -1 I. NO. 1a Bridge P.No.111 | Additionalities for Formwork, Centering & Scaffolding for foundation 8% of Item No.6
| Cum | 528.11 | 528.11 | 4.92 | False | None | None | False | None | False | 2598.3012 | 0 |
3131060 | 107566 | None | PWD-SR-2023-24- VOL -1 I. NO. 1a Bridge P.No.111 | Additionalities for Formwork, Centering & Scaffolding for Curtain walls8% of Item No. 7 | Cum | 528.11 | 528.11 | 17.55 | False | None | None | False | None | False | 9268.3305 | 0 |
3131061 | 107566 | None | PWD-SR-2023-24- VOL -1 I. NO. 6 Bridge P.No.112 | Additionalities for Formwork, Centering & Scaffolding for substructure Box Culverts 20% Item No.8
| Cum | 1330.56 | 1330.56 | 103.7 | False | None | None | False | None | False | 137979.072 | 0 |
3131062 | 107566 | None | PWD-SR-2023-24- VOL -1 I. NO. 6 Bridge P.No.112 | Additionalities for Formwork, Centering & Scaffolding for Super Structure 20% Item No.9
| Cum | 1437.03 | 1437.03 | 20.74 | False | None | None | False | None | False | 29804.0022 | 0 |
3131063 | 107566 | None | PWD-SR-2023-24- VOL -1 I. NO. 1.12 Bridge P.No.06 | Earth work in surface excavation by mechanical
means for lowering & leveling the ground for all
works other than foundation in all kinds of soils &
upto depth not exceeding 300mm as per drawing
and technical specifications, including setting out,
shoring, strutting, barricading, caution lights, removal
of stumps and other deleterious matter 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 appurtenances required to
complete the work. | Cum | 99.75 | 99.75 | 31.68 | False | None | None | False | None | False | 3160.08 | 0 |
3131064 | 107566 | None | PWD SR 2023-24 V-1 It.No.2.1.3, P.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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 6288.45 | 6288.45 | 3.3 | False | None | None | False | None | False | 20751.885 | 0 |
3131065 | 107566 | None | PWD SR 2023-24 V-2 It.No.5.4, P.No-09 | 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 | 26.4 | False | None | None | False | None | False | 177103.08 | 0 |
3131066 | 107566 | None | PWD SR 2023-24 V-3 It.No.3.12, P.No-18 | Construction of rock fill embankment with all lifts and lead Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313.MORTH Specification No. 313 | Cum | 153.3 | 153.3 | 819.0 | False | None | None | False | None | False | 125552.7 | 0 |