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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L2₹9.9 L+₹1,840.40 (0.19%)Rejected-Finance | L2 | Rejected-Finance BEING L2 BIDDER | |
| 3 | L3₹9.9 L+₹4,168.50 (0.42%)Rejected-Finance | L3 | Rejected-Finance BEING L3 BIDDER | |
| 4 | L4₹10.0 L+₹5,729.95 (0.58%)Rejected-Finance | L4 | Rejected-Finance BEING L4 BIDDER | |
| 5 | L5₹10.0 L+₹6,920.40 (0.70%)Rejected-Finance | L5 | Rejected-Finance BEING L5 BIDDER |
| Sl No | Description | Qty | Unit | Darjeeling Enterprises L4 | JALAPAHAR HARDWARE L2 | HIRA SINGH L1 | RAI CONSTRUCTION L6 | BHASKAR PRADHAN L8 | YADAV CHETTRI L7 | TSHERING WANGYAL BHUTIA L5 | BIMAL BHATTRAI L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. | 36 | Sqm | 32 ₹1,152 | 30 ₹1,080 | 30 ₹1,080 | 35 ₹1,260 | 35 ₹1,260 | 32 ₹1,152 | 25 ₹900 Lowest | 29 ₹1,044 |
| 2.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. | 3.2 | Cum | 392 ₹1,254.4 | 388 ₹1,241.6 | 385 ₹1,232 Lowest | 395 ₹1,264 | 402 ₹1,286.4 | 400 ₹1,280 | 392 ₹1,254.4 | 390 ₹1,248 |
| 3.00 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. | 1.1 | Cum | 150 ₹165 | 150 ₹165 | 155 ₹170.5 | 155 ₹170.5 | 168 ₹184.8 | 160 ₹176 | 150 ₹165 | 148 ₹162.8 Lowest |
| 4.00 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. | 2.1 | Cum | 348 ₹730.8 | 340 ₹714 Lowest | 350 ₹735 | 350 ₹735 | 355 ₹745.5 | 345 ₹724.5 | 344 ₹722.4 | 350 ₹735 |
| 5.00 | Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge. | 9 | Each | 281 ₹2,529 | 280 ₹2,520 Lowest | 290 ₹2,610 | 285 ₹2,565 | 300 ₹2,700 | 290 ₹2,610 | 295 ₹2,655 | 282 ₹2,538 |
| 6.00 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. | 10.95 | Cum | 8,375 ₹91,706.25 | 8,400 ₹91,980 | 8,500 ₹93,075 | 8,380 ₹91,761 | 8,350 ₹91,432.5 Lowest | 8,400 ₹91,980 | 8,498 ₹93,053.1 | 8,380 ₹91,761 |
| 7.00 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM (1:6), complete all as specified and as directed by Engineer-in-charge. | 12 | Cum | 10,500 ₹1,26,000 | 10,520 ₹1,26,240 | 10,500 ₹1,26,000 | 10,500 ₹1,26,000 | 10,500 ₹1,26,000 | 10,450 ₹1,25,400 | 10,423 ₹1,25,076 Lowest | 10,535 ₹1,26,420 |
| 8.00 | M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge. | 4.5 | Cum | 2,900 ₹13,050 | 2,800 ₹12,600 Lowest | 2,800 ₹12,600 Lowest | 2,905 ₹13,072.5 | 2,905 ₹13,072.5 | 2,900 ₹13,050 | 2,844 ₹12,798 | 2,852 ₹12,834 |
| 9.00 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. | 1.9 | Cum | 2,850 ₹5,415 | 2,832 ₹5,380.8 Lowest | 2,850 ₹5,415 | 2,845 ₹5,405.5 | 2,845 ₹5,405.5 | 2,850 ₹5,415 | 2,848 ₹5,411.2 | 2,845 ₹5,405.5 |
| 10.00 | M&L 10mm thick rendering in CM (1:6) on fair faces of brick work or concrete surfaces and finished the surface even & smooth, complete all as per specified and as directed by Engineer-in-charge. | 34 | Sqm | 300 ₹10,200 | 300 ₹10,200 | 290 ₹9,860 Lowest | 305 ₹10,370 | 308 ₹10,472 | 310 ₹10,540 | 313 ₹10,642 | 295 ₹10,030 |
Tender Value
₹9.7 L
EMD Value
₹19,300
Closing Date
31 Jul 2025, 6:00 pmClosed
AGE I DARJEELING
AGE I DARJEELING JALAPAHAR CANT DIST - DARJEELING
PROVN OF BATHROOM AND HARD STANDING AT MES PUMP HOUSE AND PROVN OF BATHROOM FOR RHINO RECEPTION AND COVERED SHED FOR CAR PARKING AT JALAPAHAR UNDER AGE (I) DARJEELING
2025_MES_719624_1
8157/E8
Open Tender
Civil Works
Item Rate
180 days
JALAPAHAR
AS PER NIT
9 documents required · 9 mandatory
₹500
AGE I DARJEELING
₹19,300
Yes
13 Sept 2025
10 Jul 2025
2 Aug 2025
10 Jul 2025
31 Jul 2025
25 Jul 2025
Amount
M&L for surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge.
Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.
Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.
Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge.
M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge.
M&L for brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM (1:6), complete all as specified and as directed by Engineer-in-charge.
M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge.
M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge.
M&L 10mm thick rendering in CM (1:6) on fair faces of brick work or concrete surfaces and finished the surface even & smooth, complete all as per specified and as directed by Engineer-in-charge.
M&L for 15mm thick in two layer (10 mm and 5 mm thick) rendering on fair faces of brick work or concrete surface in CM 1:4, mixing with water proofing compound @ 3% by weight of cement consumed and surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. Note :- WPC shall be measured and paid separately.
Supply only integral water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge.
M&L for preparing new plastered surface and applying two coats of distemper oil emulsion on wall surfaces over a coat of chalk whiting primer complete all as specified and as directed by Engineer-in-charge.
M&L for preparing newly plastered surfaces of finishing walls with acrylic smooth exterior paint (weather coat) of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm, complete all as specified and as directed by Engineer-in-charge.
M&L 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded stone aggregate) in flooring/ hard standing/pavings/plinth protections, finished even and smooth complete all as per specified and as directed by Engineer-in-charge.
S&F coloured non-skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge.
S&F Glazed ceramic coloured tiles of 450x300x7mm thick tiles on vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match, over backing coat of 10 mm thick in CM 1:3, complete all as per specified and as directed by Engineer-in-charge.
S&F vitreous china wash down water closet pan (pedestal pattern) with seat cover white with 'P' or 'S' trap, including and flushing pipe etc complete including making good to disturbed surfaces of floor by filling with PCC 1:4:8 type D-2 to match with existing specifications as specified (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and as directed by Engineer-in-charge. Note - Water Closet Seat Cover will be measured and paid separately.
Supply only plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as per specified and as directed by Engineer-in-charge.
S&F PVC 10 ltr capacity low level flushing cistern white with inlet ball valve float and braket and 32 mm bore PVC flush pipe, complete all as per specified and as directed by Engineer-in-charge.
S&F Vitreous china wash basin white, flat back, size 450 X 300 mm excluding tap waste but incl bracket and incl cutting for and pinning in ends of brackets but exclusive of supply waste pipe, complete all as per specified and as directed by Engineer-in-charge.
M&L waste fittings 32mm dia brass chromium plated for glazed ware basins etc with long screwed shanks and fly nuts flange and bedded in red lead cement and other end, complete all as per specified and as directed by Engineer-in-charge.
S&F PVC connection 15mm dia size with PTMT nuts of length 600mm, complete all as specified and as directed by Engineer-in-charge.
S&F Chromium plated, fancy type, 15 mm bore stop cock cast copper alloy, with crutch or butterfly handle, screwed down, high pressure screwed both ends for iron pipe or for unions complete all as specified and as directed by Engineer-in-charge.
S&F chromimum plated health faucet (Easy flex Chrome Hose, Handset, ABS Body & Bracket) shower with CP flexible pipe up 15 mm bore with 1.25 m long Easy Flex tube in chrome finish and ABS wall hook including making correction and fixed in position, complete all as per specified and as directed by Engineer-in-charge.
S&F flexible collapsible PVC waste/discharge pipe for sink and wash hand basin 32/31mm dia, length not less than 70 cm, connected to waste coupling/fittings complete all as per specified and as directed by Engineer-in-charge.
S&F Wall Mixer with non-telephonic chromium plated cast copper with approved make CP alloy with crutch or butterfly handle screwed for iron pipe or for brass ferrule, of fixed 15mm dia, complete all as per specified and as directed by Engineer-in-charge.
S&F pillar taps, 15mm dia cast copper Alloy with capstan heads, chromium plated, fancy type, screwed down, high pressure, with or with out lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed, complete all as per specified and as directed by Engineer-in-charge.
Dismantling water tanks of capacity exc. 500 and not exc. 1000 ltrs, complete all as per specified and as directed by Engineer-in-charge.
S&F rotational moulded polyethylene water storage tanks double layered ISI Marked (cylindrical, vertical with closed top) of 1000 Ltrs capacity hoisted and fixed in position all as specified and directed in SSR Pt I.
S&F gun metal globe or gate valve, with iron wheel head screwed both ends for iron pipe of 20 mm bore, complete all as per specified and as directed by Engineer-in-charge.
S&F 20 mm ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete all as specified and as directed by Engineer-in-charge.
S&F 15 mm bore Chromium plated fancy type bib tap, cast copper alloy, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and as directed by Engineer-in-charge.
S&F GI tube 15 mm bore medium grade with fittings and fixed complete to wall, ceiling or laid in floor complete all as specified and as directed by Engineer-in-charge.
S&F GI tube 20 mm bore medium grade with fittings and fixed complete to wall, ceiling or laid in floor complete all as specified and as directed by Engineer-in-charge.
Cutting chase, pinning in making good to facing where required and pointing in cement mortar 1:3 to ends or edges of landing, and cutting chase for concealed water tubing or concealed conduit wiring etc and making good cutting n exc 10cm girth, complete all as per specified and as directed by Engineer-in-charge.
S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube in opening complete all as per specified and as directed by Engineer-in-charge.
Supply and fixing factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails, M.S. .frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail,; Paneling of plain colour PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement complete all as per specified and as directed by Engineer-in-charge.
S&F 100 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge.
M&L for 150mm long aluminium pressed handles, cast type anodised, complete all as per specified and as directed by Engineer-in-charge.
S&F 125mm long aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge.
M&L for steel ventilators with top hung shutter including hinges, steel peg stay, complete all as per specified and as directed by Engineer-in-charge.
M&L for 3mm thick sheet glass frosted and glazing with oil putty in sqare n exc 0.5 sqm in each pane, complete all as per specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.
S&F 110 mm dia PVC (SWR) pipes single socketed, in any length, laid in trenches or in floors, complete all as per specified and as directed by Engineer-in-charge.
S&F PVC (SWR) gully trap 125/110 mm with grating, setting and jointing with solvent cement, complete all as per specified and as directed by Engineer-in-charge.
S&F PVC (SWR) bends 110mm bore (any radius), complete all as specified and as directed by Engineer-in-charge.
M&L for concrete bed 1:3:6 type C2 (40 mm graded stone aggregate) to 100 mm dia. drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in, complete all as per specified and as directed by Engineer-in-charge.
S&F Brass Chromium plated tubular towel rail, 20 mm dia., D Type, 60 cm long between flanges complete all as per specified and as directed by Engineer-in-charge.
M&L for MS rolled section of grade Fe-290 (Grade-E-165) (beam, tee, angle channel ot flat section) as in roof trusses (framed), trussed purlins, crane gantries rails, and fastening and heavy bracket framing including destance pieces, wind tie, cleats etc. complete all as specified and as directed by Engineer-in-charge.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated or profile steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge.
M&L for PCC type B-l, 1:2:4 (20 mm graded aggregate) as in cills and other similar bands, coping, bed plates and like including weathering, slightly rounded or chamfered and throating complete all as specified and as directed by Engineer-in-charge.
M&L for Chequered cement concrete tiles 30cm X 30cm X 20mm thick set and jointed and pointed with grey cement and pigments in neat cement slurry in floors including 15mm thick secreed bed in CM 1:6 set and jointed and pointed in neat cement slurry, complete all as specified and as directed by Engineer-in-charge.
S&F Vitreous China squatting pan "Orissa" patern size 580x440mm white with integral foot rest including connection to trap and to flushing pipe, anti-syphonage pipe, etc including 'P' or 'S' trap including removal of existing water closet and provision of cement concrete and making good the floor, complete all as per specified and as directed by Engineer-in-charge.
S&F rotational moulded polyethylene water storage tanks double layered ISI Marked (cylindrical, vertical with closed top) of 2000 Ltrs capacity hoisted and fixed in position all as specified and directedin SSR Pt I.
M&L cement concrete type C-2, 1:3:6 (using 40 mm graded stone aggregate) as in surface channels and drains, complete all as specified and as directed by Engineer-in-charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.
JALAPAHAR HARDWARE (BID ID -3377853)
BIMAL BHATTRAI (BID ID -3376064)
Darjeeling Enterprises (BID ID -3376019)
TSHERING WANGYAL BHUTIA (BID ID -3376459)
RAI CONSTRUCTION (BID ID -3377881)
YADAV CHETTRI (BID ID -3378705)
BHASKAR PRADHAN (BID ID -3377074)
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