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Tender Value
₹33.7 L
EMD Value
₹67,300
Closing Date
30 Jul 2026, 3:00 pm
Repairs of drain slab and watchmen sheds under DEN/Chiplun section
KR-RN-W-2026-22
KR-RN-W-2026-22
Open
4 Months
Ratnagiri, Maharashtra
₹0
₹67,300
7 Jul 2026
7 Jul 2026
16 Jul 2026
A-Schedule A- ( casting and fixing drain slab)- CR USSOR-2011 862295.72 Below/P
043010 Providing, hoisting and fixing in position upto floor two level M-20/M-25 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and 1 finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge. 043015 In slabs for drain covers, manhole covers, flue tops etc.
033060 Supply and using cement at worksite : 033061 OPC 43 Grade
045010 Supplying reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all Complete - 045011 Mild steel and medium tensile steel bars Above/
B-Schedule B- Hallow brick masonary- CR-USSOR-2011 778826.10 Below/P
56010 Cement concrete Hollow Block masonry in foundation and plinth with : ( factory made block 56012 Cement motar 1:4 ( 1 cement:4 fine sand) Above/
C-Schedule C- (Transportation of precast slab , removing of muck) 979662.40 Below/P
Loading unloading and transportation of RCC precast slab for side drain cover in 1 tunnel/Bridge by manual means beyond 50m & up to 1.0 Km lead by using Mono rail trolley under traffic condition with or without Engineering block including removing damage slab and stacking them properly away from site with contractor's own labour, tools, equipment etc and as directed by Engineer-in-charge
Additional rate for transportation of RCC precast footpath beyond 1.0 km and up to 3.0 km or part there of by using Mono rail trolley under traffic condition with or without Engineer block with contractor's own labour, tools, equipment, etc.
Filling of deep screened muck (contaminated ballast) /desilting muck/shallow screened muck/ debris in bags and keep ready for loading on BRN including contractor's bags, labours, tools, plants, materials etc. with all leads and lift etc complete
Loading of deep screened muck/ desilting muck/ shallow screened muck / debris bags 5 on Diplorry/ mono dolley in mid section or in stn yard including up to maximum lead 0.5 km with contractor's bags , labours, tools, plants, materials etc with all leads and lift etc complete Extra for every additional 0.50 Kms and up to 1.0 km. Or part thereo Above/
D-Schedule D- (Removing and refixing drain slab) 107184.00 Below/P
Removing & refixing of drain slab , each slab weighing not more than 90 kg in tunnels & cutting, including fixing of slab in cement mortor of 1:3 with contractor tools , plant , labours , cement , curing of mortor in cluding all leads & lifts etc complete. Above/
E-Schedule E- (Dismantling of UCR masonary) 23220.00 Below/P
Dismantling of existing UCR masonary , cutting and clearing of debris away from the track/worksite and disposal of the same at indicated location including all leads & lifts as per direction of Engg-in-charge with contractor's labours , tools , plants etc complete Above/
F-Schedule F- (Repairing of watchmen sheds)-CPWD DSR 2023 443068.20 Below/P
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m²
12.2 Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter for chimney stacks, sky light etc. 12.2.1 1.00 mm thick
10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead 15.28.1 G. S. Sheet Above/
G-Schedule G- (Repair of watchmen shed)- CPWD-DSR 2023 118702.31 Below/P
4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1- Foundations, footings, bases for columns
4.4 Providing and laying cement concrete in kerbs, steps and the like at or near 2 ground level excluding the cost of centering, shuttering and finishing. 4.4.1- 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
2.28 Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil
2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: ,2.1.1 All kinds of soils Above/
H-Schedule H- (300mm thick Dry stone flooring) 52444.19 Below/P
052020 Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section 1 with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, Plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.
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nit.pdf
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n-22.pdf
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Annexure-VIB.pdf
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AdditonalPGClause.pdf
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n-22-locations.pdf
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n-22footpath-slabdrawing.pdf Drawing of RCC drain slab
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n-22footpath-slabdrawing.pdf
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