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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.6 CrRejected-Finance 4TH FLOOR MONAL TOWER NEAR SBI DISPUR DISPUR GUWAHATI 781006 ASSAM | KAMRUP METRO | ASSAM | 781006 | ₹1.6 Cr | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹1.7 CrRejected-Finance HOUSE NO 70 ARANGA PATH KRISHNA NAGAR P O JAPORIGOG P S DISPUR KAMRUP METRO GUWAHATI 781005 | KAMRUP METRO | ASSAM | 781005 | ₹1.7 Cr | L3 | Rejected-Finance L3 Bidder |
| 4 | Rejected-Technical VILL NORTH TOKRER CHARA PO GOLAKGANJ PS GOLAKGANJ DISTRICT DHUBRI ASSAM | - | - | Rejected-Technical rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | M/S D. S. ENTERPRISE L3 | Jyoti Constro Commercials L2 | MS ZS CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
(b) Hard rock (requiring blasting) | 550.8 | Cum | 800 ₹4,40,640 | 640.22 ₹3,52,633.18 | 719.31 ₹3,96,195.95 |
| 2.00 | Hard rock (blasting prohibited) | 500 | Cum | 1,175 ₹5,87,500 | 1,065.87 ₹5,32,935 | 1,069.81 ₹5,34,905 |
| 3.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 2,382.75 | Sqm | 10 ₹23,827.5 | 13.05 ₹31,094.89 | 12.33 ₹29,379.31 |
| 4.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 62.85 | Cum | 8,400 ₹5,27,940 | 9,500 ₹5,97,075 | 8,324.69 ₹5,23,206.77 |
| 5.00 | Buying and Stacking of silent rork cracking chemical powder at site
as directed by Engineer-in-charge. | 540 | Cum | 7,000 ₹37,80,000 | 3,400 ₹18,36,000 | 6,433.51 ₹34,74,095.4 |
| 6.00 | Drilling of 32 mm dia holes on the hard rock to the depth of 0.330 m by using compressor and pouring 'Canon ' rock crack chemical powder mixing with clean water in the ratio of 1:4(1 part of water and 4 parts of chemical powder) as directed by Engineer in charge.
12mm cement plaster of mix:
1:4 (1 cement: 4 coarse sand) | 272.22 | Cum | 8,200 ₹22,32,204 | 5,100 ₹13,88,322 | 8,184.57 ₹22,28,003.65 |
| 7.00 | Cost of Machineries for Breaking and Stocking of Chemically cracked rock masses at site. | 235.06 | Cum | 310 ₹72,868.6 | 5,100 ₹11,98,806 | 276.75 ₹65,052.86 |
| 8.00 | 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): 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 126.69 | Cum | 7,800 ₹9,88,182 | 9,100 ₹11,52,879 | 7,109.57 ₹9,00,711.42 |
| 9.00 | 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 de rived from natural sources) | 20.23 | Cum | 8,400 ₹1,69,932 | 10,250 ₹2,07,357.5 | 8,657.29 ₹1,75,136.98 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 848.16 | Sqm | 220 ₹1,86,595.2 | 350 ₹2,96,856 | 261.77 ₹2,22,022.84 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
20 Apr 2026, 2:00 pmClosed
Addl CE, H_E, PW (H_E) Deptt, Chandmari, Ghy-3
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
Construction of boundary wall on the extended allocated land of NIPER Guwahati Campus (2 nos. of sections) for the year 2025-26
2026_PWBNH_52164_1
CE/TB-II (H_E)/49/2023/Pt/3 Dated 13.03.2026
Open Tender
Civil Works - Building
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,600
₹3.6 L
Yes
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
6 Jul 2026
25 Mar 2026
20 Apr 2026
27 Mar 2026
20 Apr 2026
2 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
(b) Hard rock (requiring blasting) | 1 | Cum | - | - |
| 2Hard rock (blasting prohibited) | |||||
| 3Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | |||||
| 4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
| 5Buying and Stacking of silent rork cracking chemical powder at site as directed by Engineer-in-charge. | |||||
| 6Drilling of 32 mm dia holes on the hard rock to the depth of 0.330 m by using compressor and pouring 'Canon ' rock crack chemical powder mixing with clean water in the ratio of 1:4(1 part of water and 4 parts of chemical powder) as directed by Engineer in charge. 12mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand) | |||||
| 7Cost of Machineries for Breaking and Stocking of Chemically cracked rock masses at site. | |||||
| 8 | 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): 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 1 | Cum | - | - |
| 9Reinforced 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 de rived from natural sources) | |||||
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 1 | Sqm | - | - |
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