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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 01₹16.8 LAccepted-Finance | 01 | Accepted-Finance Accepted | |
| 2 | 02₹17.6 L+₹77,764.90 (4.63%)Accepted-Finance | 02 | Accepted-Finance Accepted | |
| 3 | 03₹18.8 L+₹2.0 L (11.9%)Accepted-Finance | 03 | Accepted-Finance Accepted | |
| 4 | Rejected-Technical | - | Rejected-Technical The bidder has not submit the requisite documents |
Tender Value
₹17.2 L
EMD Value
₹35,000
Closing Date
5 Aug 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer Mechanical Division Kishtwar
Design, Fabrication and Erection of Snow Clearance Shed in MED Kishtwar
2023_PWDJK_223830_1
MDK/23-24/10
Open Tender
Machineries/ Mechanical Engg Items
Item Wise
30 days
MED Kishtwar
as per SBD
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer Mechanical Division Kishtwar
₹35,000
Yes
Executive Engineer Mechanical Division Kishtwar
16 Aug 2023
27 Jul 2023
5 Aug 2023
27 Jul 2023
5 Aug 2023
28 Jul 2023
28 Jul 2023 - 28 Jul 2023
31 Jul 2023
Amount
Detail of Scope of Work can be had from SBD of the e-NIT
Earth work in bulk excavation by manual means over the areas including disposal of excavated earth lead up to 50 mtr and lift up to 1.5M.Plinth Earth Work140 1.54 1 = 215.6 cft i.e. 6.12M3Column Earth Work4 4 4 = 64 cft i.e. 1.82M3
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.342.98M2
Providing, Hoisting and fixing up to floor five level reinforced cement concrete work in strings, courses, bands, copings, bed plates, anchor hooks, plain window sills and the like including setting in position in cement mortar 1:3 including cost of required centering, shuttering and curing but excluding the cost of reinforcement with 1:1½ :3 stone aggregate 20mm nominal size Column 4 4 4 = 64ft3 i. 1.82M3i.e. 1.82 x 08 = 14.56M3
Providing and laying position cement concrete of specified grade including curing but excluding the cost of shuttering and centering. All works up to plinth level with 1:2:4 stone aggregate 20 mm nominal sizePCC Plinth128 1.54 1 = 197.12cft = 5.6M3
Providing and laying position cement concrete of specified grade including curing but excluding the cost of shuttering and centering. All works up to plinth level with 1:2:4 stone aggregate 20 mm nominal sizePCC Flooring45 25 0.333 = 374.62 cft = 10.61M3
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level MS and medium tensile steel barsSteel for columns500 Kg
Centering and shuttering including strutting, propping etc and removal of form work for retaining walls, return walls, including attached plisterss, buttresses, plinth and string course filters, kerbs and steps etc.45 1 = 45 sft i.e. 4.18M2
Providing corrugated GS Sheets roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 08mm diameter with bitumen and GI Limpet washers or GI Limpet filled with white lead including a coat of approved steel primer and 02 coats of approved paint on overlapping of sheets complete excluding the cost of purlins, rafters and trusses and including the cutting to size and shape wherever required 0.50 mm thickness with zinc coating not less than 275grams/M2Roofing36 55 = 1980 sft i.e. 185M245 15 = 675 sft i.e. 90ft2 for 01 side i.e.16.73M2 for 02 sidesSides of the Shed45 x 10 (01 side) = 450 sft25 x 10 (02 side) = 500 sft i.e. 950 sft i.e. 88.30M2
Steel work in built up tubular (round, square, rectangular hollow tubes etc) trusses etc including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and 02 coats of steel paint to give an even shape including welding and bolted with special shaped washers etc required to complete the job. Hot finished seamless type tubesSteel for Foundation BoltsDia Length qty wt/unit total wt16mm 30 inch 72 2.4Kg/Unit 172.808mm 06 inch 48 0.4Kg/Unit 19.2Total Weight Foundation Bolts = 192 KgSteel for Base PlateLength Width Thickness Qty wt/unit total wt305 305 06 08 4.38Kg 35.04397 397 12 08 14.85Kg 118305 305 12 16 8.76Kg 140.16Total Weight Base Plates = 295.76 KgSteel for MS-Round PipesDia Thickness Length wt/mtr total wt204mm 4.8mm 50 23.57Kg 1178.1480mm 4.8mm 160 8.9Kg 142460mm 3.4mm 125 4.74Kg 592.560mm 3.4mm 94 4.74Kg 445.51Total Weight MS-Round Pipes = 3640.15 KgSteel for MS-Round Pipes for Bracing Dia Thickness Length wt/mtr total wt
Electrification of the Shed by way of laying complete electrical circuit by way of P/F of wire 2.5 sqm – 02 rolls, 20 Amp on / off switch and sockets – 02 no each, 10 Amp socket and switch – 02 No. PVC Gang Box, MCB – 63 Amp 01 No and 25 Amp 01 No., lighting bulbs and holders – 08 no. The job includes cost of material, tools and tackles, skilled labour charges, carriage and all taxes as applicable. Compete job
MOHD ASHRAF DEV
M/s Sharma Traders
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
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