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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹40.4 LAccepted-AOC PO KILOI DOPANA ROHTAK HARYANA 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | 1 | Accepted-AOC ok |
Tender Value
₹35.0 L
EMD Value
₹35,030
Closing Date
11 Mar 2020, 5:00 pmClosed
Executive Engineer
Executive Engineer Rai Water Services Division, Sonipat.
Construction of Pump House at RD 122348 of DD No. 8 for Irrigation land of village Sisana, Matindu and Hassangarh through Sisana, Juan Minor, CMA Code No. 22240.
2020_HRY_121404_1
NIT No. 110-124/26A dated 14/02/2020
Open Tender
Civil Works - Lift Irrigation Schemes
Works
90 days
Sonipat
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
XEN Rai Water Services Division Sonipat.
₹35,030
16 Jul 2020
3 Mar 2020
12 Mar 2020
3 Mar 2020
11 Mar 2020
3 Mar 2020
Amount
Earth work in excavation in foundations, trenches,etc.in all kinds of soils, not exceeding all leads and other allouances (HSR- 6.6) @ Rs. 1108.10 + 425% = 5817.53 per 100 Cum
Design mix cement concrete of grade M-15 with minimum cement contents 240 Kg./cum in foundation and plinth. HSR 10.64 @ Rs. 580.29 + 450% = 3191.60/Cum
Design mix cement concrete of grade M-25 with minimum cement contents 300 Kg./cum in foundation and plinth. HSR 10.66 @ Rs. 668.90 + 450% = 3678.95/Cum
First class brick laid in cement sand mortar 1:3 in foundation and plinth. ( HSR - 11.5 ) @ Rs. 461.40 + 600% =3229.80 / Cum
First class brickwork laid in cement sand mortar 1:3 in first storey upto 4 meters above plinth level. (HSR-11.10) @ Rs. 482.40 + 600% = 3376.80 / Cum
Cold twisted deformed bars for R.C.C. works,only including bending, binding and placing in position complete. (HSR-18.22) @ Rs. 927.05 + 500% = 5562.30/ Qtl.
Shutterig for faces of concrete foundations and foundation beams (vertical of battering) (HSR - 9.7) @Rs. 57.80+400%=289.00/Sq.M
Shuttering for R.C.C. Slab (HSR-9.18 (b) @ Rs. 52.20 + 400% = 261.00 /Sq.M
Providing and fixing M.S. angle and T-iron frames for door, window (HSR-18.35) @ Rs. 1069.70 + 500% = 6418.20 / Qtl.
Structural steel work in girders or stanchions built up of one joist complete with hoisting and erecting in position. (HSR-18.4(a) @ Rs. 1005.60 + 500% = 6033.60 / Qtl.
Wrought iron and mild steel (using angles, flats, square bars, etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR-18.12) @ Rs. 1040.35 + 500% = 6242.10 / Qtl.
12 mm thick cement plaster 1:4 Mortar ( HSR-15.5 ) @ Rs. 12.70 + 500% = 76.20 /Sq.M.
Cement pointing 1:2 deep variety on brick and tile work. (HSR - 15.60 ) @ Rs. 9.90 + 500% = 59.40/Sq.M
Applying White Wash 3 no. Of Coat On New Work ( HSR-16.48 ) @ Rs. 1.25 + 230% = 4.13 /Sq.M.
Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade. (HSR-16.61) @ Rs. 7.25 + 230% = 23.93 / Sq.M.
Painting two coats excluding priming coat with ready-mixed paint for metallic surfaces in all shades on new steel or iron work. (HSR-16.3) @ Rs. 8.05 + 230% = 26.57 / Sq.M.
Provideing Door Shutter For Window With Hook Handel Clamp Comlete In All Respect ( HSR-18.16) @ Rs. 424.00 + 500% = 2544.00 / Qtl.
Supplying and fixing rolling shutters,with 80 mm X 1.25 mm M.S. Laths Comlete In All Respect (HSR-18.18(b) @ Rs. 401.75 + 500% = 2410.50 / Sq.M.
Applying priming coat with metal primer on new steel or iron work including preparation of surface(HSR-16.9) @ Rs. 3.15 + 230% = 10.40 / Sq.M.
Tile terracing with one layer of tiles, laid dry over a layer of mud mortar including grouting with cement sand mortar 1: 3 and top surface to be left clean. (HSR-13.14) @ Rs. 36.40 + 230% = 120.12 / Sq.M.
Rehandeling Of Earth (For Filling Under Chokidaar Room and Around Outside Nessasory Wall (HSR- 6.2 & Note (ii)@ Rs. 586.60 + 425% = 3079.65X0.8=2463.72 / 100Cum
Extra for bailing / pumping out standing water of pond caused by springs, sub soil water, canal or river seepage and broken water mains or drains except rain water collected in the trenches or foundations before laying brick work. ( HSR-11.96 ) @ Rs. 4.75 + 600% = 33.25 / Kilo Litre
Khassi paranalas 12 mm thick in cement mortar 1: 2,35 cm outside width and upto 4.25 metre height. HSR-13.56 @ Rs. 10.40 + 240% = 35.36 /Metre
Bottom khurra on ground 1:2 m X 0.6 mconsisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3 HSR- 13.57 @ Rs. 64.30 + 240% = 218.62 / Nos.
Supply of R.C.C. pipe 1200 mm dia NP3 i/e carriage from source of recept to site of work i/e loading and unloading etc. HSR 29.96 (X) @Rs. 5894.00+5% = 6188.70/Metre
Supply of R.C.C. pipe 450 mm dia NP2 i/e carriage from source of recept to site of work i/e loading and unloading etc. HSR @Rs. 765.00/Metre
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