Military Engineer Services Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Repair And Cleaning Of Sewage System To Otm Accn And Md Accn In Aor Of Age B/r-i As Per Approved Cpp Fy 2024-25 (ser No. 38) Under
Description
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Contact
Tender Id
2024_MES_666802_1Bid Award Id
ViewTender No
8800/24-25/19/07/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Removing blockage including cleaning of SGSW / PVC/ CI pipe upto and including 100 mm bore in any length from gulley trap to 1st manhole by rodding / choke remover, manually or otherwise including removing & refixing manhole covers of 1st manhole complete all as specified and directed by Engr-in-charge.
1000
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Demolition of stone masonary of any description and in any position, built in cement mortar, including all quoins, arches and pillars etc. Complete all as specified and directed.
65
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M&L for squared rubble walling Jodhpur type brought upto course well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and directed.
50
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M&L for squared rubble walling Jodhpur type brought upto course well bonded, bedded and solidly hearted built in cement mortar (1:6) but except stone complete all as specified and directed.
15
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Extra over of hammer dressing to face stone with maximum depression on face from straight edge not exc 20mm and dressing face bed and joints as specified to squared rubble walling jodhpur type brought upto cources as directed
150
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M&L for 15 mm thick rendering in cement mortar 1:4 on stone masonry surface (Internally) of walls mixed with WPC, as per manufacturer’s direction and finished the surface even and smooth without using extra cement.
100
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Supply only integral water proofing compound.
45
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M&L for 15 mm thick rendering in cement mortar 1:6 on stone masonry external surface of walls finished the surface even and smooth without using extra cement.
50
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M&L for plain cement concrete 1:2:4 using 20 mm graded crushed stone agg as in surface channel/drain and benching and Manholes complete all as specified.
12.1
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Material and labour for plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone agg as in coping of manhole including necessary form work complete all as directed.
4
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc complete all as directed.
40.5
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Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil all as specified & directed by Engineer-in-Charge
172.1
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Demolition of cement concrete of any description and in any position not otherwise described for (such as in bed, haunching & packing of sewer lines, benching of manholes, copings etc.) complete all as directed and removal of debris outside the premises.
16.2
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Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge. Note:- Excavation and earth work shall be measured and paid separately.
600
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Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-charge. Note:- Excavation and earth work shall be measured and paid separately.
250
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S&F 150 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed complete all as specified and as directed by Engineer in charge.
600
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M&L for Reinforced concrete pipes, 200mm bore, class NP-2, laid in trenches and jointed in cement mortar as specified complete with collars.
250
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M&L PCC 1:4:8 type D-2 (using 40 mm graded crused stone aggregate) as in bed to150 mm bore salt glazed stone ware drain pipe including packing under and haunching against the side of pipe after they are laid and tested complete all as specified and directed by Engineer in charge.
540
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.-ditto- but 200mm dia
225
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Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm soft/loose soil.
154.9
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Removing excavated material/soil not exeeding 50 meter and deposting where directed at a level n. exc 1.5 M above the starting point.
17.2
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S&F as in repair precast steel fibre reinforced concrete (SRFC) any colour 75-100 mm thick manhole cover with frames (ISI marked) of overall covered area not exceeding 1.00 Sqm with clear opening not less than 0.36 Sqm, any shape (round, square, rectangular etc) provided with suitable mild steel rims to prevent from chipping of edges and enable clear opening with provision of easy lifting hooks which are duly protected against corrosion laid over and including 10 mm thick rendering in Cm 1:4 complete all as specified & directed.
200
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Cutting into existing manholes for connecting new drains, making good to pipe 150 mm dia 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 B-1 smooth finished, and reforming benching as required complete all as specified & directed.
45
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Cutting into existing manholes for connecting new drains, making good to pipe 225 mm dia 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 B-1 smooth finished, and reforming benching as required complete all as specified & directed.
20
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