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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Finance | ₹5.4 L | L1 | Admitted-Finance |
| 2 | L2₹5.9 L+₹50,058.30 (9.33%)Admitted-Finance | ₹5.9 L+₹50,058.30 (9.33%) | L2 | Admitted-Finance |
| 3 | L3₹6.4 L+₹1.1 L (20.0%)Admitted-Finance | ₹6.4 L+₹1.1 L (20.0%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S GRAFH ENGINEERS L3 | M/S M.A. CONSTRUCTION L2 | M/S AVADH TRADERS L1 |
|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | ||||||
| 1.01 | All kinds of soil | 27.61 | cum | 200 ₹5,522 | 250 ₹6,902.5 | 150 ₹4,141.5 Lowest |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. | 27.61 | cum | 200 ₹5,522 | 140 ₹3,865.4 | 100 ₹2,761 Lowest |
| 3.00Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth | ||||||
| 3.01 | 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.51 | cum | 6,000 ₹27,060 | 6,500 ₹29,315 | 5,000 ₹22,550 Lowest |
| 4.00 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2.92 | cum | 9,500 ₹27,740 | 10,500 ₹30,660 | 8,000 ₹23,360 Lowest |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 173.38 | kg | 95 ₹16,471.1 | 95 ₹16,471.1 | 90 ₹15,604.2 Lowest |
| 6.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | ||||||
| 6.01 | Cement mortar 1:6(1 cement :6 coarse sand) | 14.44 | cum | 8,000 ₹1,15,520 | 6,900 ₹99,636 | 6,500 ₹93,860 Lowest |
Tender Value
₹7.4 L
EMD Value
₹14,702
Closing Date
2 Sept 2025, 5:10 pmClosed
DIRECTOR CIMAP LUCKNOW
CSIR CIMAP LUCKNOW
Developing Net house for plant Conservation and Prospection at CSIR - CIMAP, Lucknow
2025_CSIR_244878_1
68_118/909/2025-MP(Works)
Open Tender
Civil Works
Works
60 days
CSIR CIMAP Lucknow
As per NIT conditions
2 documents required · 2 mandatory
₹590
DIRECTOR CIMAP
₹14,702
Yes
14 Oct 2025
12 Aug 2025
4 Sept 2025
12 Aug 2025
2 Sept 2025
12 Aug 2025
12 Aug 2025 - 2 Sept 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6(1 cement :6 coarse sand)
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378)
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Electric resistance or induction butt welded tubes
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6(1 cement: 6 coarse sand)
Finishing walls with textured exterior paint of required shade:
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
20 mm dia nominal bore
25 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
25 to 40 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
15 mm nominal bore
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion
Powder coated aluminium (minimum thickness of powder coating 50 micron)
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Powder coated aluminium (minimum thickness of powder coating 50 micron)
Providing and fixing American aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer-in-charge.
Powder coated aluminium (minimum thickness of powder coating 50 micron)
Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
Providing PE Woven Faabric Milky white 40 mesh insect net roofing including vertical / curved surface fixed with Aluminium Extruded profile 3330 & G.I. Ziggy wire spring self Drilling Screw with EPMD washer 10*20 including Cost seewing insect net overlapping of net complete (up to any pitch in horizontal / vertical or curved surface ), excluding the cost of purlins, rafter and trusses and including cutting to size and shape wherever required.
P E Woven Fabric Milky White to mesh in seet net 3.2m 105 GSM.
M/S M.A. CONSTRUCTION (BID ID -894222)
M/S GRAFH ENGINEERS (BID ID -889733)
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