Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date27 Jun 2018
Closing Date16 Jul 2018
Tender Amount₹ 12,70,00,000
Costs
EMD
₹ 25,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWDJK_56736_1Bid Award Id
ViewTender No
Fresh NIT 30 RNB/KBL/18-19/1817-27 Dt 26-6-2018Tender Authority
Public Works Department ViewPurchaser Address
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Documents
This Office Fresh NIT SL No. 30 of RNB / Khanabal /2018-19/1817-27 Dated 26-06-2018
BOQ Items
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(B): Upgradation of Pavement
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Preparation of subgrade by excavating earth to an average 22.5 cm depth, dressing to camber and consolidation with compactor including making good the undulations etc and disposal of surplus earth as per directions of Engineer In Charge, complete.
44000
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Construction of granular sub-base by providing close graded material conforming to Morth specification, mixing by mix in place method with rotavator at OMC, spreading in uniform layers of specified thickness with mortar grader on prepared surface and compating the same with vibratory roller of 8 to 10 tonne capacity to achieve the desired density / compaction as per specifications and directions of Engineer incharge, including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete
6600
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Providing and Laying Water Bound Macadam base course with stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriage of all materials from approved sources upto site of work complete. (Finished work to be measured) 75mm compacted thickness
1650
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Scarifying the existing bituminous road surface by mechanical means to a depth of 50mm and disposal of scarified materials as per directions Engineer In-charge complete
20625
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Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, transporting the mixed material by mechanical transport from the plant upto the site of work, laying the mixed material in uniform layers with mechanical paver finisher on well prepared surface and compacting the same with vibratory roller of 8 to 10 tonne capacity to achieve the desired density / compaction as per specifications and directions of Engineer incharge, including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete
5142.5
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Providing & applying of tack coat using hot straight run bitumen of Grade V.G-10 @ 0.75Kg/Sqm including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface as per specification including cost and carriage of all the materials upto the site of work complete.
60500
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Providing & applying of tack coat using hot straight run bitumen of Grade V.G-10 @ 0.50Kg/Sqm including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the existing road surface as per specification including cost and carriage of all the materials upto the site of work complete.
7150
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Providing and laying 50mm thick bituminous macadam base course with stone aggregate of quality, size and grading as specified in CPWD specifications and bitumen of grade V.G 10 @ 3.3% by weight of total mix including hot mixing of stone aggregate and bitumen in Hot mix plant, transporting the mixed material from Plant upto site of work and laying the mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density, including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete.
3382.5
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P/L 25mm thick (Compacted) semidense bituminous concrete surface using crushed stone aggregate of specified grading as per specification and bitumen of grade V.G 10 @ 5% by weight of total mix including hot mixing of the stone aggregate and the bitumen in hot mix plant, transporting the mixed material from plant site by mechanical transport upto the site of work, laying the mixed material with paver finisher to required level and grade and rolling with road roller as per MORTH specification to achieve the desired compaction / density including cost and carriage of all the materials, hire charges of machinery, all taxes etc. complete.
67650
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P/L 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 Kgs of bitumen of Grade V.G 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 Sqm of road surface (i.e. 0.768 Kg of bitumen per sqm of road surface) including hot mixing of fine aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by Mechanical transport upto the site of work, laying the mixed material with paver finisher to required level and grade rolling with road roller to achieve desired compaction including cost and carriage of all the materials, hire charges of machinery, all taxes etc. complete.
67650
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Supply and filling of Khak Bajree, including spreading, watering, ramming and compacting with road roller of 8-10 tonne capacity including all carriage of same from approved source upto site of work, complete. (for Berms)
3204
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(C): Widening of 2 Mtr Span Box Type Culvert (02Nos)
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including diverting of nallah and dewatering of trenches during the execution of work and disposal of surplus soil as per the directions of Engineer Incharge Complete.
103.6
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
3.96
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P/L in position cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate,40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. All Work up to plinth level.
6.28
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix reinforced cement concrete of M-25 grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportion, (as per IS 9103) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per the direction of Engineer-Incharge including all carriages complete.
42.28
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Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete (Thermo mechanically treated bars) including all carriages complete.
5280
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proving and fixing of necessary form work /shuttering of steel plates / kit ply for concrete work inculding propping and removal of the same complete
123.2
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Supply and filling of boulders, hand packed including carriage of same upto site of work complete
110.4
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(D): Construction of 2 Mtr Span Box Type Culvert (02Nos)
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including diverting of nallah and dewatering of trenches during the execution of work and disposal of surplus soil as per the directions of Engineer Incharge Complete.
194.26
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
7.42
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P/L in position cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate,40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. All Work up to plinth level.
6.28
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix reinforced cement concrete of M-25 grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportion, (as per IS 9103) to accelerate, retard setting of concrete improve workability without impairing strength and durability as per the direction of Engineer-Incharge including all carriages complete.
78.4
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Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete (Thermo mechanically treated bars) including all carriages complete.
9800
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proving and fixing of necessary form work /shuttering of steel plates / kit ply for concrete work inculding propping and removal of the same complete
226.8
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Supply and filling of boulders, hand packed including carriage of same upto site of work complete
207
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(E): Construction of Causeway
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including disposal of surplus soil as per the directions of Engineer Incharge Complete.
48
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
12
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P/L in position cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate,40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. All Work up to plinth level.
7.5
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Random rubble masonry with hard stone from quarry including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggraded 20mm nominal size) with cement mortar 1:6 (1 cement: 6 coarse sand) including carriage of all materials involved complete.
25.25
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P/F of 200mm thick precast cement concrete blocks of M-50 grade of approved size over and including a layer of WBM Grade-III / levelling course of sand / dust as per the relevant specifications and as per the directions of Engineer In-charge including cost and carraige of all materials involved complete
75
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Supply and filling of 2nd class quarry stones including carriage of same upto site of work complete
22.5
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(F): Construction of Pipe Culvert
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including disposal of surplus soil as per the directions of Engineer Incharge Complete.
37.5
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
11.3
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P/L in position cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate,40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. All Work up to plinth level.
7.5
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P/L in position cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources upto site of work complete. All work up to plinth level.
9.38
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Centering & shuttering including strutting, propping etc and removal of form work for foundation.
37.5
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Providing / Laying of 600mm Dia RCC Pipes (S&S) in proper position/ grade including carriage of pipes upto site of work complete.
75
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(G): Construction of Cement Concrete Drain
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including disposal of surplus soil as per the directions of Engineer Incharge Complete.
622.8
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
155.7
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P/L in position cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate,40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. All Work up to plinth level.
103.8
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P/L in position cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources upto site of work complete. All work up to plinth level
272.47
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P/L in position reinforced cement concrete in 1:1.5:3 (1 cement:1.5 course sand: 3 Crushed graded stone aggregate 20mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement but including carriage of all materials upto site of work complete. All work up to plinth level
29.75
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40mm thick cement concrete flooring in 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate, 20mm nominal size) finished with a floating coat of neat cement including cement slurry, but excluding cost of nosing of steps etc including all carriages complete
302.75
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Reinforcement for RCC work including straightening cutting, bending, placing in position and binding all complete (Thermo mechanically treated bars) including all carriages complete.
3720
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Centering & shuttering including strutting, propping etc and removal of form work for foundation.
1557
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Centering & shuttering including strutting, propping etc and removal of form work for suspended floors
108.12
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12mm thick cement plaster of mix 1:4 (1 cement: 4 fine sand) including all carriages complete
605.5
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(H): Construction of R/Walls at different spots
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including disposal of surplus soil as per the directions of Engineer Incharge Complete.
1091.48
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
272.87
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P/L in position cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate,40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. All Work up to plinth level.
181.92
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Random rubble masonry with hard stone from quarry including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggraded 20mm nominal size) with cement mortar 1:6 (1 cement: 6 coarse sand) including carriage of all materials involved complete.
1852.35
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Dry random rubble masonry with hard stone from quarry including bond stone and carriage of same from approved source upto site of work, complete
1288.4
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50mm thick cement concrete coping in 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate, 20mm nominal size) including carriage of all materials complete
909.6
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Flush pointing on stone work in cement mortar 1:3 ( 1 Cement : 3 fine sand) including all carriages complete
1364.4
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Supply and filling of 2nd class quarry stone , behind R/wall including carriage of same from approved source upto site of work complete.
3411
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(I): Construction of B/Wall at different spots
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including disposal of surplus soil as per the directions of Engineer Incharge Complete.
696.9
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
174.22
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P/L in position cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone aggregate,40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. All Work up to plinth level.
116.15
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Random rubble masonry with hard stone from quarry including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggraded 20mm nominal size) with cement mortar 1:6 (1 cement: 6 coarse sand) including carriage of all materials involved complete.
933
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Dry random rubble masonry with hard stone from quarry including bond stone and carriage of same from approved source upto site of work, complete
1017.5
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50mm thick cement concrete coping in 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate, 20mm nominal size) including carriage of all materials complete
606
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Fushing pointing on stone work in cement mortar 1:3 ( 1 Cement : 3 fine sand) including all carriages complete
909
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(J): Construction of Crate Wall at different spots
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Earthwork in excavation in all kinds of soil by manual means in foundation trenches including dressing of sides and ramming of bottoms with all leads and lifts including disposal of surplus soil as per the directions of Engineer Incharge Complete.
55.72
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Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete.
27.86
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Supply and filling of 2nd class quarry stones, hand packed, in wire crates including carriage of same from approved source up to the site of work complete
359.48
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Providing and laying of 100x100 mm mesh size GI wire crates of 5mm Dia GI wire including binding sides and top after stone filling including cost and carriage of crates upto site of work complete.
1463.18
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(K) Thrie metal beam Crash Barrier
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Providing and erecting a "thrie" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 85cm above road / ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 2m high with 1.15m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fitments to conform to IS 1367 and IS 1364, as per clause 810 of MORTH specifications including cost of necessary earthwork, concrete work (M-20 grade) and all carraiges involved complete
250
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(L) Thermo Plastic Paint
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade / colour using hot thermoplastic material by fully / semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil, grease and foreign material etc complete as per directions of Engineer In-charge and accordance with applicable specifications.
2400
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