Military Engineer Services Tender
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Costs
EMD
₹ 26,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_386937_1Bid Award Id
ViewTender No
GE(A)/BMR-35 OF 2020-21Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Cleaning of sewage pipe line of 150 / 200 mm dia by roding from manhole to manhole and flushing with water, after cleaning and refixing the man hole cover complete all as specified and as directed.
1200
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Removing of blockage from WC/floor trap/Nahani trap and line up to 1st manholes by opening grating and refixing after removing all greese, muds,sludge,silts etc complete all as specified and as directed.
500
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Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150 mm dia, set in cement mortar including PCC in bed and haunching against side including removing debris and rubbish outside MD land complete all as specified and as directed.
410
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Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200 mm dia, set in cement mortar including PCC in bed and haunching against side including removing debris and rubbish outside MD land complete all as specified and as directed.
200
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Demolition of brick work or cement concrete block masonary or stone / boulder masonry walling built in cement mortar including all quoins arches pillars etc and removal unserviceable materials, debris, rubbish to out side MD land complete all as specified and as directed.
80
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Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth,for foundation,laying of sewar line etc., and getting out in any type of soil complete all as specified and as directed.
Note for item no. 9 & 10: Excavation will be done by manual method only as there is not any freespace for movement of any machinary / JCB at the site.
150
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All as per item no. 9 here-in-above but depth exceeding 1.50 m and not exceeding 3.00 m.
50
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Returning, filling in, including spreading, leveling, watering and well ramming in layer not exceeding 25cm thick in any type of soil complete all as specified and as directed .
150
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Removal of excavated soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and as directed .
50
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Demolition of cement concreteof any decription any size etc and removal unserviceable materials, debris, rubbish to out side MD land complete all as specified and as directed.
20
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M&L PCC 1:4:8 type D2 by using 40mm graded stone aggregate as in foundations filling and mass concrete complete all as specified and directed.
20
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Precast cement concrete (1:3:6) type C-1by using 20mm graded stone aggregate as in solid block masonry exceeding 10cm width and setting in cement mortar 1:6 complete all as specified and as directed.
30
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All as per item no. 15 here-in-above but except PCC block
5
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M&L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in exceeding 10cm width and setting in cement mortar 1:6 complete all as specified and as directed.
10
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All as per item no. 18 here-in-above but except fly ash brick
5
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M & L walling of random rubble masonry,well bonded ,bedded and solidly hearted built in cement mortar 1:6 brought up to course complete all as specified and as directed.
25
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All as per item no. 19 here-in-above but except stone
5
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Extra over stone walling for hammer dressing to face granite or trap stones with maximum depression on face from a straight edge held against the dressed surface not exceeding 20mm and dressing face beds and joints as specified of random rubble walling un-coursed or brought upto courses complete all as specified and as directed .
10
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M&L PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in coping, benching/ channels of manholes including demolition of existing PCC etc complete all as specified and as directed .
32
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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 specified and as directed
10
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Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto etc complete all as specified and as directed
1
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Taking down cement or cement lime plaster on brick or stone walls etc. including racking out joints hacking for key scrubbing down with water etc. complete
150
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Supply only water proofing compound
30
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M&L for 15mm thick external plaster/rendering in cement mortar (1:4) on fair faces of brick work/PCC blocks/stone masonry surfaces mixed with water proofing compound as per manufacturer instructions & finished the surfaces fair and even without using extra cement complete all as specified and as directed
220
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M&L rendering 10mm thick internal cement plaster in cement mortar (1:4) on fair faces of brick work/PCC blocks/stone masonry surfaces finished the surfaces even and smooth without using extra cement complete all as specified and directed.
250
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Site clearance including clearance of shrubs, vegetation, grass bush, kikkars tree, weed, trees and saplings not exceeding 30 cm in girth, measured at a height of one meter above ground level & removing of dried thorn dumps, uprooting small dried stemps etc and removing entire rubbish outside MOD land complete all as specified and directed.
2200
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S&F 150 mm bore Salt glazed stone ware drain pipe laid in trenches and jointed cement joint in cement mortar 1:1 complete all as specified and as directed .
200
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S&F 100 mm bore Salt glazed stone ware drain pipe laid in trenches and jointed cement joint in cement mortar 1:1 complete all as specified and as directed .
10
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S & F 200 mm bore Reinforced cement concrete pipes, with collars, class NP2, laid in trenches and jointed in CM (1:1) complete all as specified and as directed .
200
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S & F 150 mm bore Reinforced cement concrete pipes, with collars, class NP2, laid in trenches and jointed in CM (1:1) complete all as specified and as directed .
160
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M&L PCC 1:4:8 type D-2 by using 40 mm graded crused stone aggregate as in bed to 150 mm bore Salt glazed stone ware pipe including packing under and haunching against the side of pipe after they are laid and tested complete all as specified and as directed .
180
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M&L PCC 1:4:8 type D-2 by using 40 mm graded crused stone aggregate as in bed to 100 mm bore Salt glazed stone ware pipe including packing under and haunching against the side of pipe after they are laid and tested complete all as specified and as directed .
8
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M&L PCC 1:4:8 type D-2 by using 40 mm graded crused stone aggregate as in bed to 200 mm bore RCC pipe including forming cradles after they are laid and tested complete all as specified and as directed .
180
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M&L PCC 1:4:8 type D-2 by using 40 mm graded crused stone aggregate as in bed to 150 mm bore RCC pipe including forming cradles after they are laid and tested complete all as specified and as directed .
140
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M&L for RCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in precast manhole/drain covers including demolition of existing RCC slab, manhole/drain cover in any position complete all as specified and as directed.
10
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M&L mild steel TMT bars 6 to 8mm dia and over, cut to length, bend to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
300
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M&L for RCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the likein any position including demolition of old existing RCC slab complete all as specified and as directed.
3
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M&L mild steel TMT bars 10 mm dia and over, cut to length, bend to shape required, including cranking, bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
250
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S & F in repairs Salt-glazed stoneware gully traps, square or round mouthed, type 'P' of size 150 mm X 150 mm complete all as specified and as directed.
20
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M&L for Cutting into existing manholes for connecting new drains , suitable for internal size of 150 mm dia pipe, making good to pipe 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-l smooth finished, and reforming benching, complete all as specified and as directed by Engineer-in-charge.
10
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All as per here-in-above item no. 43 but for removing existing branch drain, making good to walling and rendering, cutting out branch channel, and making good benchings complete all as specified and as directed by Engineer-in-charge.
4
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M&L for Cutting salt-glazed stoneware drain pipe size of 150 mm dia in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar 1:1, including supplying, fixing and jointing double socket to old pipe, and jointing spigot end of new pipe to same with ditto complete all as specified and as directed by Engineer in charge.
4
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S & F in repairs 110 mm dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joint, solvent, fixed to wall complete all as specified and as directed by Engineer-in-charge.
15
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S & F in repairs 75 mm dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joint, solvent, fixed to wall complete all as specified and as directed by Engineer-in-charge.
15
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S & F in repairs 110 mm dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joint, solvent, laid in treches / floors complete all as specified and as directed by Engineer-in-charge.
15
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S & F in repairs 75 mm dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joint, solvent, laid in treches / floors complete all as specified and as directed by Engineer-in-charge.
15
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S & F in repairs white vitreous china squatting pan "Orissa pattern" of size 580 mm X 440 mm with integral foot rests andPVC 'P' or 'S' trap including provision of cement concrete bedding 1:5:10 type E2 complete all as specified and as directed.
5
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S&F in repairs 10 ltrs capacity PVC valve less, syphonic action type, flushing cistern, low level, white with inlet, ball valve, float and handle including brackets, flush pipe of 32 mm dia and PVC connection 15mm size, 450 mm long with PTMT nuts complete all as specified and as directed by Engineer-in-charge.
5
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Rendering 15mm thick in CM 1:4 in wall and floors of sunken floors mixed with liquid water proofing compound and finished the surfaces even and smooth in required slope using extra cement over 25 mm PCC (1:3:6) type C 1 in sunken portion including a tack coat of industrial bitumen 85/25 grade @ 1.2 kg per sqm over bitumen primer and providing 150 micron black polythin film on bitumen coat including seepage testing by water pending test and demolition of existing plaster/ concrete all as specified & directed.
10
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M&L Non Skid ceramic tiles, coloured, of size exceeding 0.06 Sq.m and not exceeding 0.11 Sq.m, 7 to 8 mm thick [Square or Rectangular] as in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the colour of tiles including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 complete all as specified and as directed.
10
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