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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.1 LAccepted-AOC H NO 247 SHANTI NAGAR COLONY KAROND BHOPAL MP 462038 | BHOPAL | MADHYA PRADESH | 462038 | 1 | Accepted-AOC LOWEST BIDDER | |
| 2 | 2₹8.1 L+₹3,113.05 (0.39%)Rejected-Finance 146 16 TALAB TILLO OPPOSITE VIKAS LANE JAMMU 180002 | JAMMU | JAMMU AND KASHMIR | 180002 | 2 | Rejected-Finance second highest rate quoted | |
| 3 | 3₹8.2 L+₹8,989.03 (1.11%)Rejected-Finance H NO 94 LANE NO 4 VIJAY NAGAR TALAB TILLO JAMMU 180002 | JAMMU | JAMMU AND KASHMIR | 180002 | 3 | Rejected-Finance highest rate quoted | |
| 4 | Rejected-Technical 00 MUKUNDPUR PAHO DOMANPUR MUKUNDPUR PAHO MIRZAPUR UTTAR PRADESH 231306 | MIRZAPUR | UTTAR PRADESH | 231306 | - | Rejected-Technical Firm does not criteria of NIT | |
| 5 | Rejected-Technical | - | Rejected-Technical Firm does not criteria of NIT |
Tender Value
₹8.7 L
EMD Value
₹17,365
Closing Date
27 Dec 2024, 12:00 pmClosed
COMDT ENGR
SDG OFFICE JKZ HQR CRPF BANTALAB JAMMU
Cleaning of drain and repair maintenance of boundary wall near main gate of transit camp at 76 BN PREET NAGAR GANGYAL JAMMU
2024_CRPF_840843_1
B.V-5/2024-25-JKZ-C-CELL-76 BN 1
Open Tender
Civil Works
Works
45 days
76 BN PREET NAGAR GANGYAL JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17,365
11 Feb 2025
20 Dec 2024
28 Dec 2024
20 Dec 2024
27 Dec 2024
20 Dec 2024
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-in charge. Ordinary rock
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 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
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)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
Cleaning and excavation of soil accumulation of main drainage line including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil .
M/S OSHO DHARA TRADERS (BID ID -3143866)
SUSHIL KUMAR (BID ID -3143903)
Item code 14
SUSHIL KUMAR
Item code 3
Item code 4
Item code 6
Item code 10
NIVYA CONSTRUCTION
Item code 7
Item code 8
Item code 9
Item code 11
Item code 12
Item code 13
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