Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date23 Dec 2024
Closing Date12 Jan 2025
Tender Amount₹ 42,93,000
Costs
EMD
₹ 85,800Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690134_1Tender No
GE(A)/GNR/TOKEN/85 of 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation over areas, exc 3.0 M in depth but not exe. 4.5m and getting out in hard rock complete all as specified and directed.
225.18
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Excavation over areas, exc 4.5 M in depth but not exe. 6.0m and getting out in hard rock complete all as specified and directed.
96.64
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Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth for foundation of pole,laying of cables etc in hard and dense soil and getting out complete all as specified and directed.
64.08
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Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth n.exc 10 sqm on plan for foundation of pole, laying of cables etc in soft/disintegrated rock and getting out complete all as specified and directed.
142.11
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Excavation in trenches exc. 1.5m wide and n exc. 3.00m in depth for foundation etc or for shaft, wells, cesspits, man holes etc and getting out in soft/disintegrated soil/rock respectively complete all as specified and directed.
7.94
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Returning filling in, including spreading, leveling, watering and well ramming in layer not exc 25 cm with soil obtained from excavation complete all as specified and directed.
125.03
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Returning filling in including spreading, leveling, watering and well ramming in layer not exc 25 cm in any type of soft/distengrated rock complete all as specified and directed.
79.08
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M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.
75.28
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Removing excavated material not exc 50 mtr and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and directed.
34.52
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Removing excavated soft/disintergrated rock to a distance not exc 50 mtr and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and directed.
716.88
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Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed in Soft/ disintergrated rock
101.86
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M&L for Hardcore broken bricks of gauge n exc 63mm, deposited spread and levelled in layers n exc 15 cm thick ,watered and rammed to a true surface complete all as specified and as directed.
321.61
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M&L PCC (1:3:6) C-2 using 40mm graded stone aggregate as in mass concrete as in foundation filling and mass concrete all as completed as directed.
7.94
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M&L for plain cement concrete type B-2, 1:2:4 using 40 mm graded crushed stone graded agg as in foundation filling and mass concrete complete all as completed as directed.
20.27
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M&L for cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in surface channels and drains including complete all as specified and directed.
1.35
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M&L, providing cement concrete1:2:4 type B1 using 20mm grades aggregate as in , coping ,benching, bressumers, steps, incl necessary form work complete all as specified and as directed.
0.68
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Providing pre-cast Cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc) and similar articles, set in CM (1:4) complete all as specified and directed.
1.46
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M&L for reinforced cement concrete M-25 grade (Design mix) using 20mm graded stone aggregate in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed.
18.09
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Extra for forming fair finished drainor channel 30 CM inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
13
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Add or deduct for each 25mm girth or part thereof over or under 30 cm as directed.
325
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Supply only Integral waterproofing compound complete all as specified and directed.
34.83
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M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, laid dry complete all as specified and directed.
0.48
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M&L brick work with fly ash bricks straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complete all as specified and directed.
188.3
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Rough finished flat form work to soffits of suspended slabs such as roof slabs, floor slabs and similar work not exce 200 mm thick complete all as specified and directed.
96.84
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M&L for mild steel TMT bars 10mm dia & over cut to length bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and bending with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
765
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M&L for TMT 6 to 8 mm dia bar, cut to length, bent to shape required, including cranking, bending, hooking ends, binding with and inlcuding mild steel wire (annealed) not less than steel wire 0.9mm dia or securing with clips and confirming to FE-410-S and 310-0) complete all as specified and directed.
775.27
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M&L for 50mm thick ceement concrete (1:2:4) of type B2 using 20mm graded stone aggregate as floor finishing surface even and smooth without using extra cement laid in pannels complete all as specified and directed.
101.35
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M&L for 15mm thick rendering in cement mortar 1:3 on fair face of brick works or concrete surface mixed with water proofing compount @3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid seperately.
71.14
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M&L for 15mm thick rendering in cement mortar 1:4 on fair face of brick works or concrete surface mixed with water proofing compount @3% by weight of cement complete all as specified and directed. Note : WPC shall be measured and paid seperately.
34.73
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M&L for 12mm thick rendering in cement mortar 1:3 on brick masonry or concrete surface complete all as specified and directed.
187.06
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M&L for flush pointing in cement mortar 1:3 to block in course or ashlar masonry or concrete block walling complete all as specified and directed.
20.7
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S&F, 75mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to walls including stack 'Z' clamp complete all as specified and directed.
12.2
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S&F, 110mm bore PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to walls including 'Z' clamp complete all as specified and directed.
5
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S&F, 75mm PVC (SWR) vent cowl complete all as specified and directed.
4
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S&F PVC (SWR) vent cowl of 110mm dia complete all as specified and directed.
2
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M&L for cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in bed to drain pipes including packing under and hunching against the sides of pipe after they are laid and tested for 200mm bore of pipe complete all as specified and directed.
191.59
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S&F, reinforced concrete pipes class NP-3 drain pipe with collar laid in trenches and jointed as specified of bore of pipe 200mm complete all as specified and directed.
211
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Cutting into existing manholes for connecting new drain pipes, making good to pipes and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1, using 20mm graded stone aggregate, smooth finished and reforming benching as required for 200mm bore of pipe complete all as specified and directed.
11
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De-silting/De-sludging the manholes/septic tanks not exc. 1.5m deep and getting out, removing & disposing off complete all as specified and directed.
5
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