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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-Finance 8 A SMALL PLOT GANDHI NAGAR JAMMU JAMMU JAMMU KASHMIR 180004 UDYAM JK 07 0005010 | JAMMU | JAMMU AND KASHMIR | 180004 | 1 | Accepted-Finance TPC RECOMMENDS AL L1 | |
| 2 | 2₹5.0 L+₹264.03 (0.05%)Rejected-Finance | 2 | Rejected-Finance TPC REJECTS AS NOT SELECTED AS L1 | |
| 3 | Rejected-Technical | - | Rejected-Technical FIRM HAS NOT COMPLIED THE PARAMETERS OF TE | |
| 4 | Rejected-Technical | - | Rejected-Technical FIRM HAS NOT COMPLIED THE PARAMETERS OF TE |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
19 Jun 2020, 12:00 pmClosed
COMMANDANT 38 BN
38 BN CRPF SMAILPUR SAMBA
CONSTRUCTION OF 02 NOS ELEVATED MORCHA AT FRONT AND 02 NOS MORCHA AT REAR SIDE OF QUARTER GUARD AND LAYING OF PAVER BLOCK ON APPROACH ROAD AND FRONT PORTION 30 MTR OF QUARTER GUARD
2020_CRPF_561631_1
B.V-72(05)/2018-19-38-Q-SRE
Limited
Construction Works
Works
45 days
BCS GANGYAL 38 BN CRPF
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
COMMANDANT 38 BN CRPF SMAILPUR
₹10,000
Yes
30 Jun 2020
29 May 2020
20 Jun 2020
29 May 2020
19 Jun 2020
29 May 2020
DETAILS OF WORK
Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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) : 3 graded stone aggregate 20 mm nominal size).
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zoneIII) : 3 graded stone aggregate 20 mm nominal size
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. 16 mm dia Bars 35 kg 12 mm dia Bars 10 kg 08 mm dia Bars for rings 15 kg
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level : Thermo-Mechanically Treated bars of grade Fe-500D or more : 16 mm dia Bars 190 kg 12 mm dia bars 150 kg 10 mm dia Bars 75 kg 08 mm dia Bars for rings 100 kg
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks.
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
cement plaster (Inner & Outer) : 20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
Finishing walls with Acrylic Smooth exterior paint of required shade New work Two or more coat applied at the rate 1.67 ltr per 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg per 10 sqm
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes.
Providing & Laying Iron Bar Angle 2.5 feet wide Staircase with both side railing, including 1.5 inch dia G.I Pipe or Iron angle 40x40x5 mm wide or Iron Square Bar including its complete fittings after applying 02 coats of enamel paint over a coat of iron primer
Electrification work Point wiring with 2.5 sq.mm and earth wire of 2.5 sq. mm both are of ISI mark 1.1 K.V. grade FRLS PVC insulated multi standard of copper wire in following types of pipe to be erected concealed in flushed on wall ceiling complete with 6 Amp and 16 Amp modular type of switches Sockets and plug erected on PVC metallic box covered with appropriate front plate modules erected on wall as per pipe erected with necessary Wall sliding fan Alarm bell ceiling rose medium class rigid PVC pipe etc as per the directions of Engineer-in-Charge
M/S KAY KAY SALES
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