Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Aug 2021
Closing Date2 Oct 2021
Tender Amount₹ 29,33,329
Costs
EMD
₹ 70,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MES_471508_1Bid Award Id
ViewTender No
GE 874/EWS-36/2021-22Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Removing excavated soils to a distance exceeding 50m but not exceeding 100m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
176.5
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick any type of soil, complete all as specified and directed.
17.3
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M&L Soling (or sub base) 100 mm thick with broken boulders or quarried stone interstices filled surface formed and consoldiated to gradient and camber required.
107.5
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M&L for 75mm thick (Compacted thickness) WBM, with course aggregate of grading 2 (63 to 40 mm size or of grading 3 (50 to 20 mm size ) using lime stone, sand stone, flint or quantzite, spread, rolled and consolidated to gradient and camber required.
107.5
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50 mm thick sand filling under floors or base of foundations including watering and consoldation with proper camber complete all as specified and directed.
53.75
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Polythene film black, 50 micron, laid in floors complete all as specified and as directed.
1075
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Rolling and consolidatingformation surface in cutting and rolled with power roller exc. 8 Tonne and n.exc. 10 Tonne.
107.5
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Plain cement concrete (using 20mm graded crushed stone aggregates) as in hardstanding / pavements of flexural strength 40 kg/sqcm in field using 400 kg of cement per cumic meter, thickness of concrete 25 cm or less, laid in panels and finishing the surface even and fair without using extra cement including use of formwork and making joints and rounding or chamfering exposed edges complete all as specified and as directed.
215
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Forming 12mm thick expansion joints filled with pre - formed bituminious filler and top 30mm primed and sealed with sealing compound, Grade A (thicknes of concrete slab 250mm) complete all as specified and as directed.
43
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Forming Contraction (Dummy)joints 65 mm deep x 10mm wide, filled with sealing compound Grade A complete all as specified and directed.
43
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Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
25
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M&L for finishing surface of concrete pavement, by brooming complete all as specified and directed.
107.5
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Septic tank for 50 users, Brick construction with top of slab at ground level including necessary excavation and earth work in any type of soil and disposal of surplus soil to a distance not exceeding 50 metres, vent pipe, supplying and fixing RCC precast manhole cover having 6mm plate embedded all around / fibre reinforced cover with angle iron frame vent shaft and sludge chamber etc., all as specified and shown in Drawing No CESZ-TD-01/2015 Sheet No.1/3 & 2/3 dt 22 Feb 2015 (revised dt 21.03.2015 ).
2
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Septic tank for 25 users, Brick construction with top of slab at ground level including necessary excavation and earth work in any type of soil and disposal of surplus soil to a distance not exceeding 50 metres, vent pipe, supplying and fixing RCC precast manhole cover having 6mm plate embedded all around / fibre reinforced cover with angle iron frame vent shaft and sludge chamber etc., all as specified and shown in Drawing No CESZ-TD-01/2015 Sheet No.1/3 & 2/3 dt 22 Feb 2015 (revised dt 21.03.2015 ).
3
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Septic tank for 10 users, Brick construction with top of slab at ground level including necessary excavation and earth work in any type of soil and disposal of surplus soil to a distance not exceeding 50 metres, vent pipe, supplying and fixing RCC precast manhole cover having 6mm plate embedded all around / fibre reinforced cover with angle iron frame vent shaft and sludge chamber etc., all as specified and shown in Drawing No CESZ-TD-01/2015 Sheet No.1/3 & 2/3 dt 22 Feb 2015 (revised dt 21.03.2015 ).
3
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Construction of soakage well, excavation, in any type of soil, foundation in PCC 1:3:6 type C1, as in footing, wall of honey combed/ solid mansonry with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonary in Cement Mortar 1:4, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.4 m dia x 4.5m effective depth, all as specified and shown in Drg No. CESZ/TD- 01/2015 sh 3/3 dated 22/2/15 & revised on 06/06/15.
2
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Construction of soakage well, excavation, in any type of soil, foundation in PCC 1:3:6 type C1, as in footing, wall of honey combed/ solid mansonry with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonary in Cement Mortar 1:4, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.8 m dia x 3m effective depth, all as specified and shown in Drg No. CESZ/TD- 01/2015 sh 3/3 dated 22/2/15 & revised on 06/06/15.
3
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Construction of soakage well, excavation, in any type of soil, foundation in PCC 1:3:6 type C1, as in footing, wall of honey combed/ solid mansonry with top ring of M25 concrete including intercepting chamber and screen chamber made of brick masonary in Cement Mortar 1:4, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.2 m dia x 3m effective depth, all as specified and shown in Drg No. CESZ/TD- 01/2015 sh 3/3 dated 22/2/15 & revised on 06/06/15.
3
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Plain Cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in sub base, foundation filling and mass concrete, complete all as specified and directed.
111
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Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4, complete all as specified and directed.
3.5
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Rendering 15mm thick in cement mortar 1:4 on fair face of brickwork or concrete surfaces, finished even and smooth without using extra cement, complete all as specified.
25
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Supply only liquid water proofing compound.
20
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Mild steel TMT bars 10mm dia and over as in reinforcement, cut to length bent to shape required, binding with and including MS annealed wire of dia not less than 0.90 mm complete all as specified and as directed.
302
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Precast cement concrete 1:2:4, Type B-1 using 20mm graded crushed stone aggregate as in landings, cover slab (for manholes etc), and setting in cement mortar 1:4 including necessary form work complete all as specified and directed.
1.45
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Plain cement concrete bed (1:3:6) type C-2 using 40mm graded stone aggregate to drain pipes of 150mm bore including packing under hunching against the site of pipe after they are laid and tested.
120
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Salt glazed stone ware (SGSW) drain pipes of grade 'A' 150mm bore laid in trenches and jointed on concrete bed complete all as specified and directed.
120
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S&F 2000 ltrs capacity rotational moulded polyethylene water storage tank double layered, ISI engraved (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I, the Tanks shall be interconnected to each other by means of 20mm GI pipes at base level complete all as specified and directed. (The staging for the tank shall be measured and paid seperately under respective items of schedule here in after)
10
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Walling of random rubble stone masonry, uncoarsed, well bonded, bedded and solidly hearted built in cement mortar 1:4, complete all as specified and directed.
1
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Walling of random rubble stone masonry, uncoarsed, well bonded, bedded and solidly hearted laid dry, complete all as specified and directed.
50
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M&L for PCC 1:2:4 type B-2 in (using 40 mm graded stone aggregates) in foundation filling and mass concrete all as specified and directed.
2.8
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M&L for Reinforced Cement Concrete 1:2:4 type B0 (using 12.5mm graded crushed stone aggregate) in walls, retaining walls, basement walls, and the like including attached pilaster and buttresses complete all as specified.
4.5
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Steel water tubing of 40 mm bore ‘Medium Grade’ galvanized with all fittings like socket, union, elbow, bend, tees etc fixed to walls and ceilings or laid in floors, complete all as specified.
200
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Steel water tubing of 40 mm bore ‘Medium Grade’ galvanized with all fittings like socket, union, elbow, bend, tees etc fixed to walls and ceilings or laid in floors, complete all as specified.
79
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40mm bore Gun metal, globe or gate valves (ISI Marked), with iron wheel head, screwed both ends for iron pipe, complete all as specified and directed.
4
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Supplying and fixing 1100 volts grade heavy duty cable PVC insulated aluminium conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended by insulating hangers not more than 1 metre apart including 4mm suspension wire, one twin core cable flat or circular of size 16sqmm complete all specified and directed.
96
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Construction of valve pit brick masnory, internal sioze 900x900x900mm ( from top to bottom of cover) including excavatiion in any type of soil, returning and filling in around foundation removal of surplus soil to a distance n exc 50m, PCC 1:4:8 type D-2 in foundation , brick work in cement work in cement mortar 1:6 12mm thick plaster uin cement mortar in 1:4 to internal surface and pointed externally aas the work proceed in the same mortar PCC coping 1:2:4 type B-0 using 12.5 mm graded stone aggregate handel, fixing arranged and painting with synthrtic enamal paint two coat of red oxide primer, complete all as apecified and directed.
1
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S&F single phase, self primed, 2HP motor pump with 32m head with necessary electrical wiring from existing tapping point to motor pump and necessary complete plumbing infrastructure and fittings. Including PCC foundation and cover for the motor pump to protact from rain and snow, one strainer for sunction from river. The pump shall have suficient sunction, head and discharge as required at site complete all as specified and as directed by Engr-In-Charge.
1
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