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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAdmitted-Finance | ₹22.9 L | L1 | Admitted-Finance |
| 2 | L2₹23.6 LAdmitted-Finance | ₹23.6 L | L2 | Admitted-Finance |
| 3 | L3₹25.7 LAdmitted-Finance WATHORA CHADOORA BUDGAM KASHMIR J K 191113 | CHADOORA | BUDGAM | JAMMU AND KASHMIR | 191113 | ₹25.7 L | L3 | Admitted-Finance |
| 4 | L4₹25.9 LAdmitted-Finance | ₹25.9 L | L4 | Admitted-Finance |
| 5 | L5₹26.3 LAdmitted-Finance | ₹26.3 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S BHAT AND CO L3 | M/S Kuchay Constructions L4 | SAJAD AHMAD KHAN L6 | M/S UMER RASHID SHAH L2 | M/S FAROOZ AHMAD SANAI L7 | M/S KAHMIL CONSTRUCTIONS L8 | M/S DAR CONSTRUCTIONS PROP. BASHIR AHMAD DAR L5 | MUSHTAQ AHMAD BHAT L9 | ISHTIYAQ AHMAD BHAT L10 | khanconstructions L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Part A: Boundry wall | |||||||||||||
| 2.00 | Earthwork in excavation over areas (exceeding 30 cms in depth, 1.5m in width as well as 10 Sqm on plan) incld. disposal of excavated earth, and lift upto 1.5m, (All kinds of soil). | 70.04 | cum | 300 ₹21,012 | 200 ₹14,008 | 100 ₹7,004 | 200 ₹14,008 | 160 ₹11,206.40 | 150 ₹10,506 | 190 ₹13,307.60 | 200 ₹14,008 | 250 ₹17,510 | 100 ₹7,004 |
| 3.00 | Providing & laying of stone soling in level. | 22.82 | cum | 500 ₹11,410 | 700 ₹15,974 | 1,250 ₹28,525 | 300 ₹6,846 | 600 ₹13,692 | 700 ₹15,974 | 900 ₹20,538 | 700 ₹15,974 | 850 ₹19,397 | 450 ₹10,269 |
| 4.00 | Providing & laying in position cement conc. of specified grade excld. Cost of centering & shuttering- all work upto plinth level in 1:4:8 (1 cement :4 coarse sand :8 graded stone agg. 40 mm nominal size (Crushed) | 22.82 | cum | 4,500 ₹1.0 L | 3,000 ₹68,460 | 4,000 ₹91,280 | 3,000 ₹68,460 | 4,300 ₹98,126 | 4,800 ₹1.1 L | 2,900 ₹66,178 | 3,000 ₹68,460 | 4,200 ₹95,844 | 4,000 ₹91,280 |
| 5.00 | Providing & laying in position cement conc. of specified grade excld. Cost of centering & shuttering- all work upto plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone agg. 40 mm nominal size (Crushed) M-15 Grade PCC | 121 | cum | 5,000 ₹6.0 L | 5,000 ₹6.0 L | 5,800 ₹7.0 L | 5,000 ₹6.0 L | 5,500 ₹6.7 L | 4,460 ₹5.4 L | 5,600 ₹6.8 L | 5,900 ₹7.1 L | 6,000 ₹7.3 L | 6,000 ₹7.3 L |
| 6.00 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). | 76.47 | cum | 8,200 ₹6.3 L | 7,500 ₹5.7 L | 8,000 ₹6.1 L | 8,800 ₹6.7 L | 8,700 ₹6.7 L | 6,000 ₹4.6 L | 8,000 ₹6.1 L | 9,000 ₹6.9 L | 8,000 ₹6.1 L | 7,500 ₹5.7 L |
| 7.00 | Reinforced cement concrete M 20 grade in walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses, fillets, columns, pillars, piers, abutments, posts & struts etc. upto floor five level excluding cost of centering, shuttering, finishing & reinforcement . | 5.2 | cum | 8,500 ₹44,200 | 7,000 ₹36,400 | 7,500 ₹39,000 | 7,600 ₹39,520 | 7,000 ₹36,400 | 7,000 ₹36,400 | 8,000 ₹41,600 | 8,000 ₹41,600 | 10,500 ₹54,600 | 5,500 ₹28,600 |
| 8.00 | Reinforcement for RCC work incld. straightening, cutting, bending, placing in positions and binding all complete (T.M.T). | 274.86 | kg | 85 ₹23,363.10 | 90 ₹24,737.40 | 100 ₹27,486 | 82 ₹22,538.52 | 90 ₹24,737.40 | 100 ₹27,486 | 98 ₹26,936.28 | 80 ₹21,988.80 | 90 ₹24,737.40 | 73 ₹20,064.78 |
| 9.00 | Centering & shuttering incld. strutting, propping etc. & removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and
string courses etc. | 285.78 | sqm | 250 ₹71,445 | 260 ₹74,302.80 | 175 ₹50,011.50 | 230 ₹65,729.40 | 300 ₹85,734 | 200 ₹57,156 | 300 ₹85,734 | 200 ₹57,156 | 200 ₹57,156 | 170 ₹48,582.60 |
| 10.00 | Structural steel work revited in built up sections, trusses and framed work, including cutting, hoisting, fixing in position, steel work to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge. | 1,386.9 | kg | 100 ₹1.4 L | 103 ₹1.4 L | 110 ₹1.5 L | 91 ₹1.3 L | 110 ₹1.5 L | 110 ₹1.5 L | 100 ₹1.4 L | 105 ₹1.5 L | 95 ₹1.3 L | 100 ₹1.4 L |
Tender Value
₹35.1 L
EMD Value
₹70,180
Closing Date
30 Jan 2026, 4:30 pmClosed
Executive Engineer, STD-II, Rajbagh,Srinagar
Office of the Executive Engineer, STD-II, Rajbagh
Carrying out fencing, compound walling and land development of the premises of the proposed 1 x 10 MVA 33 11 KV Receiving Station at Sail Beerwah Budgam.
2026_PDD_300213_2
e-NIT No STD-II / 62 of 2025-26 Dated 08-01-2026
Open Tender
Civil Works
Budgam
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Executive Engineer, STD-II, Rajbagh,Srinagar
₹70,180
16 Feb 2026
10 Jan 2026
31 Jan 2026
10 Jan 2026
30 Jan 2026
10 Jan 2026
Part A: Boundry wall
Earthwork in excavation over areas (exceeding 30 cms in depth, 1.5m in width as well as 10 Sqm on plan) incld. disposal of excavated earth, and lift upto 1.5m, (All kinds of soil).
Providing & laying of stone soling in level.
Providing & laying in position cement conc. of specified grade excld. Cost of centering & shuttering- all work upto plinth level in 1:4:8 (1 cement :4 coarse sand :8 graded stone agg. 40 mm nominal size (Crushed)
Providing & laying in position cement conc. of specified grade excld. Cost of centering & shuttering- all work upto plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone agg. 40 mm nominal size (Crushed) M-15 Grade PCC
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand).
Reinforced cement concrete M 20 grade in walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses, fillets, columns, pillars, piers, abutments, posts & struts etc. upto floor five level excluding cost of centering, shuttering, finishing & reinforcement .
Reinforcement for RCC work incld. straightening, cutting, bending, placing in positions and binding all complete (T.M.T).
Centering & shuttering incld. strutting, propping etc. & removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Structural steel work revited in built up sections, trusses and framed work, including cutting, hoisting, fixing in position, steel work to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge.
Providing and fixing Galvanized Iron chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm
Applying priming coat With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel works
Painting with aluminum paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Part B: Gate
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and steel work to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge.
5Mtrx2.5Mtr
1Mtrx2.5Mtr
Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) including its spreading and consolidation
Earth Work excavation in foundation for all kinds of soil including dressing of sides and ramming of bottom including disposal of excavated soil upto lead of 50 mtr
Providing of Earth Filling including levelling, dressing, ramming etc. Complete job included all leads, lifts, carriage complete.
Providing and laying of Earthing mat/earthing Grid including cutting, bending, positioning, welding etc. and all leads, lifts, carriage complete. a) 20mm GI rod 3m long. b)GI Flat Iron 50x6mm. c) 40mm GI pipe 3m long
Providing and fixing of Retro-reflective regulatory sign board of size 0.9m x 5m made out of 1.5mm thick MS sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the MS sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 2 No. 50x50x3mm square post made of M.S. square hollow tube, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of MS sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge.
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