Nit.No.104/26-27

NIT FOR SPECIAL REPAIR ESTIMATE FOR VARIOUS BRIDGE & CULVERTS UNDER SUB-DIVISION RAJIM

PAC Amount Rs. 80.00 Lacs

S.N S.N. Department SOR YEAR Item No. PARTICULARS UNIT RATE Quantity AMOUNT

1 1 PWD Bridge 2025 1.5 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

PWD Bridge 2025 (i) Lime / Cement Concrete

PWD Bridge 2025 A Lime Concrete, cement concrete grade M-10 and below cum 466

PWD Bridge 2025 B Cement Concrete Grade M-15 & M-20 cum 563

2 2 PWD Bridge 2025 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per clauses of section 1500,1700 and 2100.

PWD Bridge 2025 A Using batch type with integrated weigher concrete mixer

PWD Bridge 2025 (i) PCC Grade M15 cum 4791

PWD Bridge 2025 (ii) PCC Grade M20 cum 5135

3 3 PWD Bridge 2025 2.25 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. MT 79298

4 4 PWD Bridge 2025 3.6 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).

PWD Bridge 2025 A Height upto 5m

PWD Bridge 2025 (a) Using batch type with integrated weigher concrete mixer

PWD Bridge 2025 (ii) P.C.C. Grade M-20 Cum. 5512

5 5 PWD Bridge 2025 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. MT 79704

6 6 PWD Bridge 2025 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200

PWD Bridge 2025 D Height upto 5m

PWD Bridge 2025 (a) Using batch type with integrated weigher concrete mixer

PWD Bridge 2025 (i) RCC Grade M20 Cum. 5525

7 7 PWD Bridge 2025 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700

PWD Bridge 2025 B RCC Grade M 30

PWD Bridge 2025 I For Solid Slab Super Structure

PWD Bridge 2025 (a) Using batch type with integrated weigher concrete mixer

PWD Bridge 2025 (i) Height upto 5m Cum. 6788

8 8 PWD Bridge 2025 4.2 Supplying, fitting and placing HSD bar reinforcement in super-structure complete as per drawing and technical specifications MT 81366

9 9 PWD Road 2025 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 material.) Ordinary soil Up to 3 m depth cum 130

10 10 PWD Road 2025 9.4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )

PWD Road 2025 A 450 mm dia Meter 1650

PWD Road 2025 B 600 mm dia Meter 2440

PWD Road 2025 C 900 mm dia Meter 4586

PWD Road 2025 D 1000 mm dia Meter 5584

PWD Road 2025 E 1200 mm dia Meter 7406

11 11 PWD Road 2025 9.8 Plain cement concrete complete as per drawing and Technical Specifications

PWD Road 2025 (i) PCC Grade M 15 Cum. 3815

PWD Road 2025 (ii) PCC Grade M 20 Cum. 4255

12 12 PWD Road 2025 10.1 Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) Cum. 189

13 13 PWD Road 2025 3.27 Construction of RCC Drain/Cover/Chamber

PWD Road 2025 (i) Excavation for drain (Earth work in excavation for drain/chamber 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.) Cum. 237

PWD Road 2025 (ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum. 4724

PWD Road 2025 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. MT. 65434

14 14 PWD Road 2025 3.9 Removal of Unserviceable Soil with Disposal up to 1000 meters including loading and unloading. Cum. 83

15 15 PWD Road 2025 3.15 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters) Meter. 51

16 16 PWD Road 2025 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 238

17 17 PWD Road 2025 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 268

18 18 PWD Road 2025 4.1 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 (i) Grading-III Material cum 1568

19 19 PWD Road 2025 4.6 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 1606

20 20 PWD Road 2025 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 18

21 21 PWD Road 2025 5.3 (B) Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) With mechanical paver finisher (ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) cum 6190

22 22 PWD Road 2025 5.12 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II With mechanical paver finisher (ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) Sqm 142

23 23 PWD Road 2025 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)

24 PWD Road 2025 (i) P.C.C. M-10 Cum 3449

25 PWD Road 2025 (ii) P.C.C. M-15 Cum 4312

24 26 PWD Road 2025 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 77