Military Engineer Services Tender
View complete overview of Sikkim MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 May 2024
Closing DateCancelled
Tender Amount₹ 39,00,000
Costs
EMD
₹ 78,000Document 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
2024_MES_655613_1Bid Award Id
ViewTender No
8233/A/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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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 as directed.
92
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Demolition of precast block masonary or precast concrete article built in cement mortar complete all as specified and as directed.
18
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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 as directed.
5
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Demolition and breaking up drain pipes (SGSW, AC, PVC or SWR ) 100mm dia (Internal), set in cement mortar complete all as specified and as directed.
100
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Demolition and breaking up of drain pipes (SGSW, AC, PVC or SWR or Reinforced cement concrete) 150mm dia, set in cement mortar complete all as specified and as directed.
280
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Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
111
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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 as directed.
660
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M&L for Pre-cast PCC (1:3:6) type C1 (by using 20mm graded stone aggregate) block masonry with solid blocks, exc 10 cm in width and setting in CM (1:6) complete all as specified and as directed.
18
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M&L for Pre-cast RCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in manholes covers etc including necessary form work and set in CM (1:4) complete all as specified and as directed.
NOTE : Re-inforcement shall be measured and paid separately.
2.5
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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.
570
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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.
315
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M&L for PCC (1:3:6), type C-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified & as directed.
22
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M&L for PCC (1:3:6), type C-1 (using 20mm graded stone aggregate) as in coping complete all as specified & as directed.
5
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M&L for 75mm thick PCC (1:3:6) type C-2 (using 40 mm graded stone 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.
300
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M&L for 100mm thick PCC (1:2:4) type C-2 (using 40 mm graded stone 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) complete all as specified and as directed.
240
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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.
330
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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.
330
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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 150 mm bore, including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed.
280
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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 as directed.
50
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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 as directed.
30
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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 as directed.
15
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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 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 after complete dewatering in the earth pit after initial settlement of 48 hours.
850
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All as per ser item No 25.00 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.
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 after complete dewatering in the earth pit after initial settlement of 48 hours.
350
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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 complete all 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 after complete dewatering in the earth pit after initial settlement of 48 hours.
80
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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 all as specified and as directed.
60
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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 all as specified and as directed.
65
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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 spreading bleaching powder, lime etc returning in filling earth over sludge and removal of surplus soil to a distance not exc. 50m complete all 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 after complete dewatering in the earth pit after initial settlement of 48 hours.
75
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All as per item No 30 above but exc 0.60Metre but nexc.1.50Metre in deep.
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 after complete dewatering in the earth pit after initial settlement of 48 hours.
60
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All as per item No 30 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.
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 after complete dewatering in the earth pit after initial settlement of 48 hours.
50
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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 as directed.
90
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M&L for non- skid Ceramic 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.
30
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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.
60
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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) complete all as specified and as directed.
240
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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 chromium plated health faucet with flexible pipe 1.0m long incl fixing to steel pipe or union complete all as secified and as directed.
4
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S&F 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 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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S&F 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.
280
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S&F PVC(SWR) 75mm bore pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor with necessary clamps, bolt, bends, Tee complete all as specified and as directed.
60
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Demolition 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 as directed.
10
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Taking up or down 20mm bore steel water tubings and fittings etc complete and making good disturbed surfaces of walls/ceilings or floor etc complete all as specified and as directed.
50
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Taking up or down 25mm bore steel water tubings and fittings etc complete and making good disturbed surfaces of walls/ceilings or floor etc complete all as specified and as directed.
30
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Supplying and laying 20mm outer dia CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and as directed.
50
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M&L for 25mm bore steel tubing medium grade,galvanised fitting fixed complete to walls and ceiling or floor complete all as specified and as directed.
30
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Cutting chases, pinning in, making good to facing where required and pointing in CM (1:3) for concealed water tubing and making good, cutting n.exc 10cm girth as in stone or concrete block walls complete all as specified and as directed.
25
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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 200 mm bore, including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed.
10
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S&F reinforced concrete pipes, class NP2, laid and jointed complete with collars of 200mm bore of pipe complete all as specified and as directed.
10
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S&F in repair 110 mm bore PVC (SWR) bends any radius complete all as specified and as directed.
20
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S&F in repair 150 mm bore PVC (SWR) bends any radius complete all as specified and as directed.
10
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S&F as in repair 75mm bore PVC (SWR) bends any radius complete all as specified and as directed.
10
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S&F in repair 110 mm bore PVC (SWR) vent cowl fixed in position complete all as specified and as directed.
5
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S&F PVC (SWR) 110mm bore reducers complete all as specified and as directed.
5
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S&F PVC (SWR) 75mm bore junction single (Single T) equal or unequal complete all as specified and as directed.
4
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S&F PVC (SWR) 110mm bore junction single (Single T) equal or unequal complete all as specified and as directed.
5
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S&F PVC (SWR) 75mm bore Junction Double (double T) equal or unequal complete all as specified and directed.
10
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S&F PVC (SWR) 110mm bore Junction Double (double T) equal or unequal complete all as specified and directed.
6
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S&F PVC(SWR) 75mm bore bend with access door complete all as specified and as directed.
5
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S&F PVC(SWR) 100mm bore bend withaccess door complete all as specified and as directed.
5
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Supply only liquid water proofing compound complete all as specified and as directed.
2
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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 as directed.
60
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M&L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels/drain including forming fair finished to drain channel complete all as specified and as directed.
25
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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 as directed.
2.5
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M&L for Plain cement concrete (1:3:6), type C-2 (using 40mm graded stone aggregate) as in retaining walls etc complete all as specified and as directed.
45
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M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better in rough finished surfaces complete all as specified and as directed.
115
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M&L for RCC (nominal mix) (1:2:4) type B1 (using 20 mm graded stone aggregate) as in RCC band complete all as specified and as directed.
4.5
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Demolition of Stone slabs and tiles of any description or thickness laid dry or laid dry and pointed in floors, aprons etc complete all as specified and as directed.
17.5
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Demolition of Stone slabs and tiles of any description or thickness laid bedded and pointed in any mortar as in floors, aprons etc complete all as specified and as directed.
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 and as directed.
34
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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.
10
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All as per item No 72.00 here-in-before but except stone complete all as specified and as directed.
NOTE:- Stone boulders obtained from item No 71.00 here-in-before shall be reused.
2
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Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.
NOTE:- Stone boulders obtained from item No 71.00 here-in-before shall be reused.
2
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M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
6
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M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and as directed.
80
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All as per item No 76.00 here-in-before but except tiles (serviceable tiles obtain from srl No 69.00 here-in-before).
10
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M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and as directed.
75
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All as per item No 78.00 here-in-before but except tiles (serviceable tiles obtain from srl No 69.00 here-in-before).
10
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M&L for raking out joints/ pointing to random rubble orpolygonal rubble uncoursed with cement morter complete all as specified and as directed.
24
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M&L for raised pointing in cement mortar (1:4) to random rubble masonry, uncoursed or brought upto courses complete all as specified and as directed.
19
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