Military Engineer Services Tender
View complete overview of Sikkim MES Tender
Military Engineer Services - MES Tender
Solid Waste Management
Eprocure
Opening Date17 Mar 2025
Closing Date7 Apr 2025
Tender Amount₹ 34,00,000
Costs
EMD
₹ 68,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_701621_1Tender No
8325/A/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Removing surplus soils to a distance not exceeding 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point complete all as specified and directed.
92
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Demolition of precast block masonary or precast concrete article built in cement mortar
15
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Demolition of brickwork or stone / boulder masonary, built in cement mortar including all quoins, arches, pillars, etc but exclusing ashlar facings, dressed stoneswork and precast concrete articles complete all as specified direcetd.
39
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Demolition of reinforced cement concrete of any description and in any position such as pre-cast manhole cover or cover slab of septic tanks etc (reinforcement cut as required to facilitate demolition) complete all as specified and directed.
7
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Demolition/Dismantling and breaking up of drain pipes (AC, PVC or SWR ) 110mm dia (Internal), set in cement mortar complete all as specified and directed.
100
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Demolition/Dismantling and breaking up of drain pipes (AC, PVC or SWR or Reinforced cement concrete) 150mm dia (Internal), set in cement mortar including taking out from trenches and removing from site complete all as specified and directed.
400
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Demolition of cement concrete (un-reinforced )of any description and in any position not specifically provided for complete all as specified and directed.
69.88
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Taking down cement plaster on brick or stone walls or concrete surface, including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
300
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M&L for precast PCC (1:3:6) type C1 (by using 20mm graded crushed stone aggregate) block masonry with solid blocks, exc 10 cm in width and setting in CM (1:6) complete all as specified and directed.
15
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M&L for pre-cast RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in manholes covers, drain cover etc including necessary form work and set in CM (1:4) complete all as specified and directed.
NOTE : Re-inforcement shall be measured and paid separately.
7
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M&L for Mild steel TMT bars 10mm dia and over cut to length, bent 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 0.9 mm dia or securing with clips.complete all as specified & as directed.
1200
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M&L for Mild steel TMT bars 6mm to 8mm dia and over cut to length, bent 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 0.9 mm dia or securing with clips complete all as specified & as directed.
700
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M&L for PCC (1:3:6), type C-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified & as directed.
8
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M&L for PCC (1:3:6), type C-1 (using 20mm graded crushed stone aggregate) as in coping complete all as specified & as directed.
2.5
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M&L for stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including brought up to courses complete all as specified & as directed.
30
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All as per item No 18 here-in-before but except stone.
NOTE:- Stone boulders obtained from item No 06 here-in-before shall be reused.
5
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Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level.
NOTE:- Stone boulders obtained from item No 06 here-in-before shall be reused.
4
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M&L for 75mm thick PCC type C-2 (1:3:6) using 40 mm graded agg in plinth protection path/hardstanding/drain bed/ jhura bed finished cement concrete surfaces fair and even including forming construction joint filled with CM (1:6) complete all as specified & as directed.
125
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M&L for 100mm thick PCC type C-2 (1:2:4) using 40 mm graded agg in path/hardstanding/steps/drain bed/ jhura bed finished cement concrete surfaces fair and even including forming construction joint filled with CM (1:4) all as specified & directed.
125
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M&L for rendering 15 mm thick in CM (1:4) with using water proofing compound as per manufactures instructions on fair faces of brick or concrete surfaces, finished even & fair with using extra cement complete all as directed.
150
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M&L for rendering 15 mm thick in CM (1:6) on other than fair faces of brick or concrete surfaces, finished even & fair with using extra cement complete all as directed.
150
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M & L for PCC (1:3:6) type C-2 (by using 40 mm graded crushed stone aggregate) as in bed to drain pipes 150 mm bore, including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.
400
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M & L for PCC (1:3:6) type C-2 (by using 40 mm graded stone aggregate) as in bed to drain pipes 110 mm bore, including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.
100
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M&L for cutting into existing manholes for connecting new drains (internal dia pipe 150mm), 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-I smooth finished, and reforming benching complete all as specified and directed.
40
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M&L for cutting into existing manholes for connecting new drains (internal dia pipe 100/110mm), 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-I smooth finished, and reforming benching complete all as specified and directed.
20
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Cleaning of blocked sewage line 150mm bore by rodding with using sectional sewer rod / flexible sewer rod /steel rod or split bamboo stick throughly from both sides between adjacent manholes / inspection chamber to manholes of any depth and size including well flushing with water till clear flow of sewage line is observed including taking out sludge & other foreign particles from manhole & pipe lines and buried in earth pits and spreading of bleaching powder @ 1kg/sqm over the sludge before filling of earth in layer of 30 cm complete all as specified and directed.
1200
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All as per ser item No 29.00 above but sewage line of 100/110mm bore.
(i) Length of manhole to manholes shall be measured in these item.
(ii) Cleaning of sewage line to be started from down stream side, in this operation some pipe line will be cleaned automatically and need not to be cleaned by rodding and the same shall not be measured for payment.
(iii) The unit rate of the item shall be deemed to include the removal of sludge / waste water accumulated in manhole / inspection chamber due to cleaning of drain by rodding. (iv) Water required for cleaning the sewage line are the responsibility of the contractor and no extra payment will be made in this regard.
(v) Cost of bleaching powder and lime deem to be included in unit rate.
500
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Cleaning of septic tank , soakage well of any size by removing of sludge from inside the septic tank and removing to a distance exc. 250m but not exc. 500m and buried the same in to earth pits including excavation of earth pits of required size & depth, depositing & spreading of sludge, returning in filling earth over sludge with bleaching powder @ 1 Kg/sqm and removal of surplus soil to a distance not exc. 50m all complete as specified and as directed.
NOTE : Earth to be filled over the pit over bamboo matting after sufficient absorption of liquid for a period of 48 hours and spreading of bleaching powder over the sludge before earth filling as directed by the Engr-in-Charge. Cost of bamboo matting, spreading of bleaching powder and excavating the earth pit and filling earth etc shall be included in the unit rate as quoted and size of pit shall be made accordingly as directed by Engr-in-Charge. The measurement of sludge shall be taken as per size of earth pit with actual depth of sludge deposited in the earth pit after initial settlement of 48 hours.
150
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Cleaning of blocked gully trap/floor trap etc of any size by rodding thoroughyly to manhole and well flushing with water after cleaning and including remove of sludge and other materials obtained from cleaning, garbage to a pit made for this purpose and filling upto the earth complete as as specified and as directed.
80
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Cleaning of blockages of WHB, EWC etc of any size by rodding thoroughyly to manhole and well flushing with water after cleaning and including remove of sludge and other materials obtained from cleaning, garbage to a pit made for this purpose and filling upto the earth complete as as specified and as directed.
80
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Cleaning of blocked man holes upto 60cm depth by removing of sludge from inside and removing to a distance exc 200m but no exc. 500m and burried the same in to earth pits including excavation of earth pits of required size & depth, depositing & spreading of sludge, returning in filling earth over sludge and removal of surplus soil to a distance not exc. 50m all complete as specified and as directed.
110
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All as per item No 34 above but exc 0.60 Metre but nexc.1.50Metre in deep.
80
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All as per item No 34.00 above but exc 1.50Metre but nexc.3.0 Metre in deep.
(i) The unit rate of the item shall be deemed to include the removal of sludge / waste water accumulated in manhole / septic tank / soakage chamber. (ii) Water required for cleaning the sewage line are the responsibility of the contractor and no extra payment will be made in this regard.
(iii) Cost of bleaching powder and lime deem to be included in unit rate.
55
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubish off the premises complete all as specified and directed.
175
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M&L for non- skid Ceramic plain coloured tiles 7 to 8 mm thick (square / rectangular) conforming to IS 13712 grade B-II (a), approved make and colour shade, area of each tile exc 0.11 sqm but not exc 0.18 sqm , in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over & including screed bed or bedding layer 15 mm thick in CM 1:4 complete all as specified & as dirceted.
75
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M&L for glazed ceramic coloured tilesof size 350x250x7mm/450x300x7mm mm thick fixed on vertical surfaces such as dado / skirting, raiser to steps etc conforming to IS - 13712 grade IB-III set and jointed in neat cement slurry and pointed in white or coloured cement to match, over and including screed bed / backing layer of 10 mm thick in cement mortar (1;3) complete all as specified & as dirceted.
100
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M&L for Lacquer coated coloured chequered cement concrete tiles of size 200mm x200mm x 25 mm/ 300 x 300mm x 25mm thick as in pavement/footpath/trade/riser, set and jointed in neat cement slurry and pointed with grey cement and pigment laid over and including screed bed/bedding layer of 15mm thick in cement mortar (1:6) all as specified and as directed.
225
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S&F in repairs Vitreous China squatting pan of ‘Orissa pattern’, size 580 mm x 440mm (white) with ‘P’ or ‘S’ trap, front or back inlet and foot rests, any pattern complete including provision of PCC bedding and connection to trap, and to flushing pipe, antisyphonage pipe, etc. complete including making good to floor complete all as specified & as dirceted.
4
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S&F as in chromium plated health faucet with flexible pipe incl fixing to steel pipe or union complete all as secified and as directed.
4
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S&F as in repair 15mm bore one/two way long body bib taps cast copper alloy chromium plated, fancy type with crutch or butter fly handle, screwed down, screwed for iron pipe or for brass ferrule & fixed complete all as specified and as directed.
4
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S&F as in repair 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to wall, laid in trenches or in floor with all necessary clamps,bolts, bends, Tee etc complete all as specified and as directed.
100
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Supply & fix in repair 150 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to wall, laid in trenches or in floor with necessary clamps, bolts, bends, Tee etc.complete all as specified and as directed.
400
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S&F for PVC(SWR) 75mm pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor with necessary clamps, bolt, bends, Tee all as specified and directed.
50
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Demolition/Dismantling and breaking up of drain pipes (AC, PVC or SWR or Reinforced cement concrete) 200mm dia (Internal), set in cement mortar including taking out from trenches and removing from site complete all as specified and directed.
20
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M&L for PCC (1:3:6) type C-2 (by using 40 mm graded crushed stone aggregate) as in bed to drain pipes 200 mm bore, including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed.
20
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S&F for reinforced concrete pipes, class NP2, laid and jointed complete with collars of 200mm bore complete all as specified and as directed.
20
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S&F as in repair 110 mm bore PVC (SWR) bends any radius complete all as specified and directed.
5
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S&F as in repair 150 mm bore PVC (SWR) bends any radius complete all as specified and directed.
20
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S&F as in repair 75mm bore PVC (SWR) bends any radius complete all as specified and directed.
10
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S&F as in repair 110 mm bore PVC (SWR) vent cowl fixed in position complete all as specified and directed.
5
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S&F PVC (SWR) 110mm reducers complete all as specified and directed.
5
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S&F PVC (SWR) 75mm junction single (Single T) equal or unequal all as specified and directed.
4
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S&F PVC (SWR) 110mm junction single (Single T) equal or unequal all as specified and directed.
5
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S&F PVC (SWR) 75mm Junction Double (double T) equal or unequal all as specified and directed.
10
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S&F PVC (SWR) 110mm Junction Double (double T) equal or unequal complete all as specified and directed.
6
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S&F PVC(SWR) 75mm access door all as specified and directed.
5
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S&F PVC(SWR) 100mm access door all as specified and directed.
5
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Supply only liquid water proofing compound.
40
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M&L for rendering 15 mm thick in CM (1:4) on other than fair faces of stone masonry, finished even & fair with using extra cement complete all as specified and directed.
65
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M&L PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in surface channels/drain including forming fair finished to drain channel complete all as specified and directed.
15
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M & L for loose filling with broken bricks aggregates of gauge 80mm to 150mm in soakage pits, soakage well complete all as specified and directed.
2.5
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