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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-Finance | ₹5.7 L | L1 | Accepted-Finance First Lowest |
Tender Value
₹6.0 L
EMD Value
₹12,000
Closing Date
26 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B AND R BR JALANDHAR CANTT
ONSTRUCTION OF DHARAMSHALA AT VARIOUS VILLAGES IN JALANDHAR MPLAD SCHEME 1) CONSTRUCTION OF BHAGWAN VALMIK DHARAMSHAL V.P.O KHAMBRA OLD KHAMBRA (CT) (M-CORP) WARD NO. 39 JALANDHAR 2) CONSTRUCTION OF BHAGWAN VALMIK DHARAMSHAL VILLAGE PHOLRIWAL
2026_CEPW_161292_1
Re-Bid No 45 of 19/02/2026
Open Tender
Civil Works - Buildings
90 days
JALANDHAR
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,000
₹12,000
Yes
5 Mar 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR
Name of Work :- DNIT FOR CONSTROCTION OF DHARAMSHAL AT VARIOUS VILLAGES IN JALANDHAR MPLAD SCHEME 1) CONSTRUCTION OF BHAGWAN VALMIK DHARAMSHAL. V.P.O KHAMBRA OLD KHAMBRA (CT) (M-CORP) WARD NO. 39 JALANDHAR, 2) CONSTRUCTION OF BHAGWAN VALMIK DHARMSHAL VILLAGE PHOLRIWAL (252) SUB DIVISION NO. 1 JALANDHAR, 3) CONSTRUCTION OF GURU RAVIDASS DHARAMSHALA NEAR GOVERNMENT QUARTERS NEAR YASHPAL PANCH RESIDENCE, VILLAGE DHINA (M-CORP) JALANDHAR CANTT.
Contract No: Civil Works
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Work Name Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
1 1) CONSTRUCTION OF BHAGWAN VALMIK DHARAMSHAL. V.P.O KHAMBRA OLD KHAMBRA (CT) (M-CORP) WARD NO. 39 JALANDHAR, 2
2 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. 3 Cum Excess(+) Full Conversion INR
3 Centring and shuttering for stair cases with sloping with soffits including risers and stringers. 4 Sqm Excess(+) Full Conversion INR
4 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete 5 Qtl Excess(+) Full Conversion INR
5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth 6 Cum Excess(+) Full Conversion INR
6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. 7 Cum Excess(+) Full Conversion INR
7 12.5 mm thick cement plaster 1:5 8 Sqm Excess(+) Full Conversion INR
8 20mm thick cement plaster 1:5 in two coat work 9 Sqm Excess(+) Full Conversion INR
9 Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing 10 Sqm Excess(+) Full Conversion INR
10 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. 11 Metre Excess(+) Full Conversion INR
11 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. 12 Metre Excess(+) Full Conversion INR
12 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. 13 Sqm Excess(+) Full Conversion INR
13 Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 14 Each Excess(+) Full Conversion INR
14 Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. 15 Metre Excess(+) Full Conversion INR
15 2) CONSTRUCTION OF BHAGWAN VALMIK DHARMSHAL VILLAGE PHOLRIWAL (252) SUB DIVISION NO. 1 JALANDHAR, 16
16 Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing 17 Sqm Excess(+) Full Conversion INR
17 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. 18 Metre Excess(+) Full Conversion INR
18 3) CONSTRUCTION OF GURU RAVIDASS DHARAMSHALA NEAR GOVERNMENT QUARTERS NEAR YASHPAL PANCH RESIDENCE, VILLAGE DHINA (M-CORP) JALANDHAR CANTT. 19
19 Marble stone flooring with 12-15 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : (i) Makrana, Doongri, Adanga viened and chack Doongri with grey stretches (b) Slabs sizes above 0.50 sqm 20 Sqm Excess(+) Full Conversion INR
20 Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type 21 Cum Excess(+) Full Conversion INR
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