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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.9 LAccepted-AOC | ₹52.9 L | L1 | Accepted-AOC Accepted being lowest as per NIT |
| 2 | L2₹53.3 L+₹35,755.86 (0.68%)Rejected-Finance | ₹53.3 L+₹35,755.86 (0.68%) | L2 | Rejected-Finance Rejected being L2 bidder |
| 3 | L3₹55.3 L+₹2.4 L (4.56%)Rejected-Finance | ₹55.3 L+₹2.4 L (4.56%) | L3 | Rejected-Finance Rejected being L3 bidder |
| 4 | L4₹55.7 L+₹2.7 L (5.17%)Rejected-Finance | ₹55.7 L+₹2.7 L (5.17%) | L4 | Rejected-Finance Rejected being L4 bidder |
| 5 | L5₹56.1 L+₹3.2 L (6.02%)Rejected-Finance | ₹56.1 L+₹3.2 L (6.02%) | L5 | Rejected-Finance Rejected being L5 bidder |
| Sl No | Description | Qty | Unit | M/S Sky Engineers L8 | M/s Manmeet Builders L3 | M/S ESS EMM ENTERPRISES L4 | M/s Mohammad Shafi Malik L2 | m/s mohd rafiq lone L6 | M/S GHULAM RASOOL LONE AND SONS L1 | M/S STARE BUILDERS L5 | Concept Engineering & Constructions L7 | M/S MUSHTAQ AHMAD BHAT L9 | M/s Shabir Ahmed Mir and Bros L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation , shafts, pipe hole n. exc. 10 sqm on plan and getting out soft/loose soil, complete all as specified and directed. | 69.76 | Cum | 200 ₹13,952 | 200 ₹13,952 | 200 ₹13,952 | 47 ₹3,278.72 Lowest | 100 ₹6,976 | 100 ₹6,976 | 250 ₹17,440 | 250 ₹17,440 | 100 ₹6,976 | 375 ₹26,160 |
| 2.00 | Excavation over area exc 10 sqm on plan n. exc. 1.5m depth and getting out in hard and dense soil, complete all as specified. and directed. | 215.25 | Cum | 200 ₹43,050 | 100 ₹21,525 | 200 ₹43,050 | 47 ₹10,116.75 Lowest | 100 ₹21,525 | 100 ₹21,525 | 300 ₹64,575 | 400 ₹86,100 | 100 ₹21,525 | 280 ₹60,270 |
| 3.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/ dense soil all as specified and directed | 201.6 | Sqm | 50 ₹10,080 | 50 ₹10,080 | 200 ₹40,320 | 47 ₹9,475.2 Lowest | 50 ₹10,080 | 100 ₹20,160 | 50 ₹10,080 | 60 ₹12,096 | 100 ₹20,160 | 140 ₹28,224 |
| 4.00 | Removal of excavated material (soil) exc 250 m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified. | 36.34 | Cum | 60 ₹2,180.4 | 100 ₹3,634 | 200 ₹7,268 | 47 ₹1,707.98 | 50 ₹1,817 | 50 ₹1,817 | 200 ₹7,268 | 150 ₹5,451 | 6 ₹218.04 Lowest | 160 ₹5,814.4 |
| 5.00 | Removal surplus soil to a distance n. exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point all as specified and directed. | 230.88 | Cum | 100 ₹23,088 | 100 ₹23,088 | 200 ₹46,176 | 47 ₹10,851.36 | 20 ₹4,617.6 Lowest | 50 ₹11,544 | 50 ₹11,544 | 150 ₹34,632 | 60 ₹13,852.8 | 140 ₹32,323.2 |
| 6.00 | M&L for formwork to sides of foundation, footing, plinth band, etc complete all as specified and directed. | 47.92 | Sqm | 300 ₹14,376 | 200 ₹9,584 | 550 ₹26,356 | 279 ₹13,369.68 | 250 ₹11,980 | 100 ₹4,792 Lowest | 120 ₹5,750.4 | 350 ₹16,772 | 200 ₹9,584 | 160 ₹7,667.2 |
| 7.00 | M&L formwork to sides and soffits of floor or roof beams, lintels, cantilevers, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 45.52 | Sqm | 300 ₹13,656 | 300 ₹13,656 | 550 ₹25,036 | 249 ₹11,334.48 | 250 ₹11,380 | 100 ₹4,552 Lowest | 250 ₹11,380 | 400 ₹18,208 | 300 ₹13,656 | 170 ₹7,738.4 |
| 8.00 | M&L for formwork to sides of columns complete all as specified and directed. | 77.28 | Sqm | 300 ₹23,184 | 300 ₹23,184 | 500 ₹38,640 | 247 ₹19,088.16 | 250 ₹19,320 | 100 ₹7,728 Lowest | 300 ₹23,184 | 400 ₹30,912 | 300 ₹23,184 | 170 ₹13,137.6 |
| 9.00 | M&L reinforced cement concrete (Design Mix ) M-25 (using 20mm graded crushed stone aggregate) as in foundations, over and including rafts, footings, foundation beams; plinth beams, bases for columns, etc., basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 11.96 | Cum | 8,000 ₹95,680 | 6,500 ₹77,740 Lowest | 9,000 ₹1,07,640 | 7,997 ₹95,644.12 | 7,000 ₹83,720 | 7,800 ₹93,288 | 7,000 ₹83,720 | 7,500 ₹89,700 | 8,000 ₹95,680 | 12,000 ₹1,43,520 |
| 10.00 | M&L reinforced cement concrete (Design Mix) M-25 (using 20mm graded crushed stone aggregate) as in columns complete all as specified and directed | 6.62 | Cum | 8,000 ₹52,960 | 7,000 ₹46,340 Lowest | 9,000 ₹59,580 | 7,997 ₹52,940.14 | 7,000 ₹46,340 Lowest | 7,800 ₹51,636 | 8,500 ₹56,270 | 8,000 ₹52,960 | 8,000 ₹52,960 | 12,000 ₹79,440 |
Tender Value
₹62 L
EMD Value
₹1.2 L
Closing Date
13 Oct 2025, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS, C/O 56 APO, PIN- 914133
CWEK/TOKEN-62/969 EWS/2025-26-PROVN OF VEHICLE PARKING SHED, CONVOY GROUND SHED INCLUDING ALLIED INFRA, VEHICLE PARKING SHED FOR 5/7.5 TON ALS AND RE-SURFACING OF HARDSTANDING IN THE AOR OF AGE B/R-III UNDER GE 969 EWS
2025_MES_729710_1
CWEK/TOKEN-62/969 EWS/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 969 EWS
Class C and above and category a i
7 documents required · 7 mandatory
₹1,000
GE 969 EWS
₹1.2 L
HQ 133 WORKS ENGRS
6 Dec 2025
6 Sept 2025
21 Oct 2025
6 Sept 2025
13 Oct 2025
29 Sept 2025
6 Sept 2025 - 13 Sept 2025
15 Sept 2025
Amount
Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation , shafts, pipe hole n. exc. 10 sqm on plan and getting out soft/loose soil, complete all as specified and directed.
Excavation over area exc 10 sqm on plan n. exc. 1.5m depth and getting out in hard and dense soil, complete all as specified. and directed.
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/ dense soil all as specified and directed
Removal of excavated material (soil) exc 250 m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified.
Removal surplus soil to a distance n. exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point all as specified and directed.
M&L for formwork to sides of foundation, footing, plinth band, etc complete all as specified and directed.
M&L formwork to sides and soffits of floor or roof beams, lintels, cantilevers, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed.
M&L for formwork to sides of columns complete all as specified and directed.
M&L reinforced cement concrete (Design Mix ) M-25 (using 20mm graded crushed stone aggregate) as in foundations, over and including rafts, footings, foundation beams; plinth beams, bases for columns, etc., basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L reinforced cement concrete (Design Mix) M-25 (using 20mm graded crushed stone aggregate) as in columns complete all as specified and directed
M&L reinforced cement concrete (Design Mix) M-25 (using 20mm graded crushed stone aggregate) as in beams & lintels complete all as specified and directed.
Returning & filling of the excavated earth including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed.
Removing excavated material exc 1.50Km but n.exc 5.00 km and depositing where directed at a level not exc 1.5m above the starting point all as specified and directed.
M&L mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, cranking, bending spirally for hooping for columns, hooking ends and binding with and mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to Fe-310-0 or Fe-410-0 including drilling to cement concrete surface for fixing of reinforcement in position all as specified.
-Ditto- all as per item No 14 but 5mm dia and over upto and 10mm dia in stirrups, spacers and binders complete all as specified and directed.
M&L for 40 mm thick damp proof course in PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate), to horizontal or vertical surfaces including necessary formwork all as specified and directed.
M&L moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and directed.
M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface all as specified and directed.
M&L for PCC 75mm thick 1:3:6 type C-2 (using 40mm graded stone aggregate) as in sub base finished even and fair, all as specified.
M&L for PCC 100mm thick 1:3:6 type C-2 (using 40mm graded stone aggregate) as in sub base finished even and fair, all as specified.
M&L for cement concrete work in pavement/hard standing of flexural strength 40 Kg/per square centimetre in field using 400 Kg of cement per cubic metre, thickness of concrete 25 cm or less, all as specified.
M&L for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade 'A', all as specified.
M&L for forming contraction (dummy) joints 65mm deep x 10mm wide, filled with sealing compound, all as specified.
M&L for providing, cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) in in lintels upto 1.5m clear span, cills, steps seismic and other similar bands, plinth courses, copings, kerbs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work all as specified and directed.
M&L for PCC 1:2:4, type B1 (using 20mm graded stone aggregate) as in coping complete all as specified.
M&L for hard core of broken stone or boulders of gauge n.exc.63mm deposited, spread, levelled in layers n.exc.15cm thickness, watered and rammed to a true surface all as specified and directed.
M&L for broken stone or boulders in hard-core of gauge exc.63mm but not exc 100mm, deposited, spread, levelled in layers n.exc.15cm thick, watered and rammed to a true surface all as specified and directed.
M&L for 75 mm thick cement concrete type C-2, 1:3:6 (using 20 mm graded stone aggregate) as in path/pavings/ floor/plinth protection etc laid in bays including finishing the concrete surface even and smooth without using extra cement complete all as specified.
M&L vitrified ceramic tiles light shade 10 mm thick (square/rectangular) polished, area of each tiles not exceeding 0.36 sqm in floor etc, over and including screed bed 15 mm thick in CM 1:6 complete all as specified and directed
M&L for coloured vitrified ceramic tiles 10mm thick (square/ rectangular) polished, area of each tile not exceeding 0.36 sqm laid in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement over and including 10mm thick plaster in CM 1:4 as in skirting complete all as specified and directed.
M&L for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar 1:4 over and including pointing in white cement 1:2 using marble dust with admixture of pigment to match with shade of granite over a screed bed of 20mm thick in cement mortar 1:4 all as specified and directed.
M&L for chequered cement concrete tiles 20cmx20cm and 22-25mm thick, set jointed and pointed in neat cement slurry with grey cement and pigments machine pressed in floors over and including screed bed 15mm thick in CM 1:4 complete all as specified and directed.
M&L brickwork with subclass `B` straight or curved on plan n.exc 6m mean radius built in CM 1:6 complete all as specified and directed.
M&L rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement and applying two coats of cement base paint over and including one coat of alkali resistant primer complete all as specified and directed.
M&L rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement all as specified and directed.
M&L for preparation of new plastered surface and applying two coats of oil bound distemper ,white or tinted ,over a coat of chalk whitening over 2mm thick wall putty complete all as specified and directed.
M&L for preparation of new plastered surface and applying two coats of cement base paint, over a coat of white wash, complete all as specified and directed
M&L preparation of new or previously untreated wood and wood based surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint (ordinary tint) over a coat of pink primer, all as specified.
Supply only integral water proofing compound all as specified and directed
M&L preparation of new or previously untreated surfaces of any description, over 10cm in width or girth, not otherwise described, priming with red oxide, zinc chromate primer and applying two coats of synthetic enamel paint, all as specified.
S& F for steel work in tubular trusses, as in gate ,post , over and including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 all as specified and directed.
S&F mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410 -W (Gde- E- 250) quality- A all as specified and directed.
S&F pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws all as specified.
S&F pre- painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws all as specified.
S&F partition wall of powder coated aluminium hollow sections members of size 63.50 mm x38mmx 1.48 mm thick with distance of vertical hollow section, 1.2mtr to 1.8 mtr height of wall having top rails ,bottom rails and middle rail of size 63.50 mm x38mm x 1.48 mm and upto middle rail wall panels shall be covered by 5 mm thick aluminium composite panel LDPE core PET coating (both side decorative type )with aluminium clip height of middle rail shall be 1 meter from floor and remaining portion above middle rail shall be provided with 5 mm thick glass over and including etching approved designed with aluminium strips/beadings with rubber gasket as per existing or as provided complete all as specified and directed.
M&L for anodised aluminium snap grid frame work for false ceiling all as specified.
M&L for non asbestos fibre cement building boards fixed or laid/ inserted to timber/GI/Aluminium framework with screws all as specified and directed
S&F 2nd class hard wood plain soild,straight chowkhats and frame wrought, framed rebated on soild,rounded or chamfered, put together with pinned at joints all as specified.
S&F 35 mm thick factory made, plain, framed, panelled shutters(any number of panel), with panel of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneer; supplied and fitted to chowkhats, complete all as specified and directed.
S&F factory made 2nd class hard wood 35 mm thick glazed skeleton shutters open rebated and prepared to receive gauge etc (without sash bars) edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc and fitted to chowkhats of members of shutters as specified. in SSR Part-II section 8 clause 8.23(a) as complete and all specified.
S&F 30mm thick 2nd class soft wood glazed & skeleton window shutter open rebated and prepared to receive glass or wire mesh gauge etc( without sash bars) edges of framings plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc size of members of shutters as specified. in SSR Part-II section 8 clause 8.23(b) as complete and all specified.
S&F 150 mm long anodised aluminium tower bolt all as specified.
S&F 100 mm long anodised aluminium tower bolt all as specified.
S&F aluminium alloy, anodised, sliding door bolts plate type stove enamelled black with bright bolts not less than 12mm dia with a minimum of 6 bolts and nuts, four on bolt plate and two on staple. plate 300mm long all as specified. & directed.
S&F butt hinges medium weight cold rolled mild steel 100mm long all as specified and directed
S&F butt hinges medium weight cold rolled mild steel 75mm long all as specified and directed
S&F aluminium handle cast type anodised 150mm all as specified and directed
S&F aluminium handle cast type anodised 100mm all as specified and directed
S&F brass 300mm, ordinary rat tail rod pattern springs roller and roller plate complete all as specified and directed.
S&F 3.00mm thick sheet glass ordinary quality and glazing with oil putty or with wooden beads n.exc 0.5 sqm in each pane) all as specified and directed.
S&F galvanised mild steel wire cloth 0.63mm nominal dia of wire and average width of aperture 1.8mm and fixed with tinned tacks or galvanised wire staples all as specified and directed.
M&L for walling of random rubble stone masonry ,uncaused , well bonded, bedded and hearted, built in cement mortar 1:6 complete all as specified and directed.
S&F plain, aluminium sheeting, alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed all as specified and directed.
M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified.
M&L for rendering 15 mm thick in CM 1:4 on wall surface or concrete including finishing surfaces even and smooth without using extra cement complete all as specified.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in any type of soil, all as specified and directed.
M&L for plain cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete all as specified and directed.
M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base concrete complete, all as specified and directed.
S&F 12mm dia mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long all as specified and directed
Supply and spread river sand to required width at bottom and top for cable cushioning all as specified in clause 19.75 of SSR Part-I, all as specified. Note: Thickness of sand will be measured after punning.
Supply and lay common burnt bricks of sub class 'B' old size laid at right angle on the cable complete in trenches for cable protection complete all as specified and directed by Engr-in-Charge.
Supply and laying and testing cable XLPE insulated screened PVC bedded galvanized steel strip or wire armoured elect power cable 1100 volt grade with standard aluminium conductor of size 25 sqmm 4 core in repair complete, all as specified.
M&L in repair for making single phasing point wiring system used as copper conductor wire for phase and neutral wiring system the wire made out of PVC insulated FRLS of 1100 volt grade with having multistranded copper conductor wire of size 1.5 Sq.mm (Nominal area) ISI marked drawn through wiring system surface on wall with the help of heavy duty ISI mark PVC casing capping strip in any length wiring system and along with its all connected fittings accessories including providing of wooden board with Bakelite sheet for housing / mounting of switches sockets, regulators etc and including using /drawing of one run of single wire 1.5 sqmm PVC insulated FRLS wire 1100 volt grade ISI marked with multistranded copper conductor wire used as a continuous earth wire for point wiring complete system and including making the good to all disturbed surfaces of wall/ceiling area of new wiring system and to match to it as per the existing surface of wall/ceiling etc for one light point / fan point controlled by one switch of one way point wiring system complete, all as specified & directed by EIC
-Ditto- all as per item No 73 one 3 pin 5 Amp switch socket outlet on independent board, all as specified.
-Ditto- all as per item No 73 one 3 pin 5 Amp switch socket outlet on same board with accessories, all as specified.
-Ditto- all as per item No 73 but 2.5 Sqmm size multi stranded FRLS copper conductor cable including clamps, screws gutter/plug etc PVC unsheathed cable into and including wooden board with Bakelite sheet and PVC insulated FRLS cable of size 2.5 Sqmm as earth continuity conductor for 15 amps switch socket outlet on independent board, complete all as specified.
S&F in repair switch piano flush type, single pole, one way 6 Amp 240 Volts, complete all as specified and as directed.
S&F in repair switch piano flush type, single pole, 15 Amps 240 Volts, complete all as specified and as directed.
S&F in repair socket outlet 2 in 1, 3 pin, 5 Amps, flush type complete with gang box all as specified and directed.
S&F in repair socket outlet 2 in 1, 3 pin, 5 and 15 Amps, flush type complete with gang box all as specified and directed.
S&F in repair ceiling rose surface Bakelite's 65x50mm with three terminals complete all as specified and directed.
S&F in repair sheet metal enclosure MCB DB SPN 12 way with 200 Amps rated bus bar 240 Volts double door with magnetic locking system including necessary provision for inserting the DBs in wall by cutting the brick/ stone masonry etc and making good disturbed surfaces complete all as specified and directed.
S&F in repairs MCB, DB 40 Amps 240 Volts 'B' curve, complete all as specified and directed.
S&F in repair MCB single pole 6-32 Amps 240 Volts 'B' curve complete all as specified and directed.
S&F in repair 1x20 Watt batten integrated LED channel tube light fitting, 230 Volts indoor housing with integral sleek, extruded polycarbonate LED channel with white acrylic cover surface/wall mounting. With inbuilt electronic driver/control gear, bipin holders, connector block etc complete with all accessories internally pre wired and including connecting lead, three core 1.5 sqmm from ceiling rose to tube light fitting complete all as specified and directed.
S&F in repair LED light fitting 1x10 Watt bulk head luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size all as specified and directed.
S&F in repair LED lamp 9 Watt T' type complete, all as specified and directed.
S&F in repair angular holder, PVC body complete with wiring etc. all as specified and directed.
M&L in repairs for earthling complete with galvanized steel earth plate electrode 600mm x 600mmx6mm thick buried directly in ground (earth pit not less than 2.5 m deep below normal ground level) with top edge of the plate not less than 1.5 m below normal ground level connected to galvanized earth wire of 4mm dia (up to 7.5 m in length form earth plate) by means of bolts and nuts checknuts and washers of galvanized iron or steel all as specified and shown in electrical plate No 3 of SSR part I including necessary excavation and earth work in any type of soil PCC 1:3:6 type C1 chamber with RCC 1:2:4 type B1 40mm thick cover with MS rod 8mm dia at 150mm c/c in both ways as reinforcement, watering funnel, 20mm dia light grade for protection of earth electrode, 20 mm dia GI pipe light grade for watering complete all as specified and as directed by Engineer-in-Charge and tested on completion. Note: The rate is inclusive of necessary earth work, RFR and removal etc.
M/s Mohammad Shafi Malik (BID ID -3449763)
M/s Manmeet Builders (BID ID -3444211)
M/S ESS EMM ENTERPRISES (BID ID -3449759)
M/S STARE BUILDERS (BID ID -3443791)
m/s mohd rafiq lone (BID ID -3443580)
Concept Engineering & Constructions (BID ID -3449376)
M/S Sky Engineers (BID ID -3443367)
M/S MUSHTAQ AHMAD BHAT (BID ID -3449350)
M/s Shabir Ahmed Mir and Bros (BID ID -3444172)
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