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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.7 LAccepted-AOC H NO 247 SHANTI NAGAR COLONY KAROND BHOPAL MP 462038 | BHOPAL | MADHYA PRADESH | 462038 | 1 | Accepted-AOC Lowest Bid | |
| 2 | 2₹8.7 L+₹1.0 L (13.6%)Rejected-Finance | 2 | Rejected-Finance Highest Bid | |
| 3 | 3₹8.8 L+₹1.2 L (15.0%)Rejected-Finance | 3 | Rejected-Finance Highest Bid | |
| 4 | Rejected-Technical | - | Rejected-Technical Firm not fulfil all parameter as per tender NIT |
Tender Value
₹9.6 L
EMD Value
₹19,500
Closing Date
9 Jan 2024, 4:00 pmClosed
Commandant Engr
Office of the SDG JK Zone Bantalab Jammu
Providing and laying of 100 mm sewer line from pump house no. 02 to STP Maintenance of existing sewer pump house)at GC CRPF JALANDHAR PUNJAB.
2024_CRPF_788201_1
B V 8 2023 24 JKZ C CELL JDR Sewer Line 3rd Call
Open Tender
Civil Works
Works
45 days
DIG GC CRPF JALANDHAR
As per Tender Documents
2 documents required · 2 mandatory
₹0
₹19,500
26 Feb 2024
1 Jan 2024
10 Jan 2024
1 Jan 2024
9 Jan 2024
1 Jan 2024
1 Jan 2024 - 9 Jan 2024
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
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 lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth for manholes(Size 90x80 cm) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and fixing of 06 HP Sludge Pumping set with necessary fittings as per specifications
Providing and fixing of control panel with necessary MCCBs, MCBs, PUT BUTTONs and Indicators etc. with other required fittings as per specifications.
Supplying and fixing of 06 sq mm submersible wire with necessary fittings as per specification.
Providing and fixing of 100 mm m.s pipe with necessary fittings and fixtures as required.
D S INFRATECH
ANZZICS ENTERPRISES
NIVYA CONSTRUCTION
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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