NIT NO: 286/TC/2026-27

NIT SCHEDULE FOR CONSTRUCTION OF MEDIUM BRIDGE ON DUDHAWA-NAGRI-BASIN ROAD(SH-06) AT KM 61/10 AT DISTT. DHAMTARI (DHAMTARI DN.)

P.A.C. Rs. 292.05 Lacs

S. No. Department SOR Year Itemld particular Name UOM Rate Quantity Amount

1 PWD BRIDGE 2015 1.4 (i) B 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, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in Lime / Cement Concrete Cement Concrete Grade M-15 & M-20 cum 348 79.72

PWD BRIDGE 2015 (ii) A Brick / Tile work In lime mortar cum 187 236.6

PWD BRIDGE 2015 2.1 I (i) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Upto 3 m depth CUM. 146 535.42

PWD BRIDGE 2015 2.1 I (ii) 3.00m to 6.00 m depth CUM. 167 72.9

PWD BRIDGE 2015 Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition ) CUM. 33.4 72.9

PWD BRIDGE 2015 2.16 Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900. M.T. 72540 26.99

PWD BRIDGE 2015 2.17 (iii) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. Pile diameter-1200 mm meter 15693 448

PWD BRIDGE 2015 2.21 (i) Pile Load test on single Veritcle Pile in accordance with IS:2911 (Part-IV) Initial and routine load test Tonne 1500 500

PWD BRIDGE 2015 2.22 (A) (ii) Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. Using concrete mixer RCC Grade M30 Cum. 5768 310.82

PWD BRIDGE 2015 2.23 Levelling course for Pile cap ( Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.) Cum. 4519 13.78

PWD BRIDGE 2015 2.24 Supplying, fitting and placing HSD (High Strength DeformedSteel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. M.T. 68693 81.72

PWD BRIDGE 2015 2.25 A (amendment) Taking trial boring 100 mm dia. for detailed investigation with diamond drill double tube in all type of Hard rock including all materials such as casing pipes, accessories, grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C. 78-2014 and section 2400 including testing and preserving rock core samples in core boxes as per specifications. RM 4855 30

PWD BRIDGE 2015 2.25 B (amendment) Taking trial boring 100 mm dia. for detailed investigation with diamond drill double tube in all sorts of soil like sand, soft soil, moorum ,gravels, boulders and soft rock including all materials such as casing pipes, accessories, grease and other such materials and or as required including conveying such materials and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C. 78-2014 and section 2400 including testing of samples as per specifications. RM 2329 60

PWD BRIDGE 2015 3.6 D(a)(iii) Providing and laying plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). Height upto 5m Using concrete Mixer R.C.C. Grade M-30 Cum. 6370 167.07

PWD BRIDGE 2015 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. M.T. 69002 15.87

PWD BRIDGE 2015 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 meter 321 36

PWD BRIDGE 2015 3.9(i) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 Granular Material Cum. 905 329.99

PWD BRIDGE 2015 3.1 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 specifications 710.1.4 of I.R.C. 78 and 2200 Cum. 1926 41.78

PWD BRIDGE 2015 3.14 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 Cucm. 1 84240

PWD BRIDGE 2015 4.1B I (a) (ii) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). RCC/PSC Grade M30 For Solid Slab Superstructure Using Concrete Mixer Height upto 5.0 M. to 10.0 M. Cum. 7263 290.4

PWD BRIDGE 2015 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications M.T. 70101 28.84

PWD BRIDGE 2015 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. Cum. 11847 34.14

PWD BRIDGE 2015 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 Each 2007 12

PWD BRIDGE 2015 4.1 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Cum. 4437 9.9

PWD BRIDGE 2015 4.11 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 Cum. 9467 33

PWD BRIDGE 2015 4.18 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the anufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) meter 11124 36

PWD BRIDGE 2015 4.2 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803. R.M. 56 82

PWD BRIDGE 2015 4.21 Painting on concrete surface of R.C.C. Railing (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 Sq.m. ) SQM. 151 82

PWD BRIDGE 2015 4.24 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C. : S.P.51) Tonne 850 110

PWD BRIDGE 2015 4.27 Providing and fixing for hand railing top of crash barrier including cost of material complete as per approved drawing. metre 600 82

PWD ROAD 2015 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. Sqm. 23 1215

PWD ROAD 2015 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) cum 250 1487.6

PWD ROAD 2015 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) cum 223 572

PWD ROAD 2015 4.1 (b) (ii) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading-VI Material Cum. 1363 82.5

PWD ROAD 2015 (i) (a) For Lower Sub-base with Grading-III Material Cum. 1423 479.47

PWD ROAD 2015 4.1 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) cum 1434 307.43

PWD ROAD 2015 9.5 D Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia. meter 5370 20

PWD ROAD 2015 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. sqm 64 1215

PWD ROAD 2015 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 17 1215

PWD ROAD 2015 5.4 B (ii) Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) With mechanical paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) cum 7916 60.75

PWD ROAD 2015 5.5 B (iii) Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) With mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % Cum 9812 36.45

PWD ROAD 2015 4.13 B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. With smooth wheeled roller cum 277 77.4

PWD ROAD 2015 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) sqm 707 28

PWD ROAD 2015 2.5 B Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Granular courses Cum. 390 522

PWD PWD road 2015 9.1 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved aterial.) Ordinry soil upto 3 m depth Cum 146 57.6

PWD PWD road 2015 9.9 (i) Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum 3768 67.44

PWD PWD road 2015 9.12 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504. Cum 2079 21.6

PWD PWD road 2015 9.11 Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504. Cum 2413 32.4

Say Rs : 292.05 Lacs