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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-Finance | ₹25.0 L | L1 | Accepted-Finance Lowest Rate Quoted among the others |
| 2 | L2₹25.2 L+₹16,984.27 (0.68%)Accepted-Finance S O SRI MALIN CHANDRA UZIR VILL HATIMATA W NO 8 P O P S KOKRAJHAR DIST CHIRANG BTC ASSAM | KOKRAJHAR | CHIRANG | ASSAM | ₹25.2 L+₹16,984.27 (0.68%) | L2 | Accepted-Finance Higher Rate Quoted among the others |
| 3 | L3₹25.3 L+₹35,156.31 (1.41%)Accepted-Finance VILL JOGDOI PO PRATAPKHATA DIST KOKRAJHAR BTC ASSAM DIST KOKRAJHAR PIN 783337 | DHUBRI | ASSAM | 783337 | ₹25.3 L+₹35,156.31 (1.41%) | L3 | Accepted-Finance Highest Rate Quoted among the others |
| Sl No | Description | Qty | Unit | NANDA SEKHAR UZIR L2 | KUMANTA KUMAR BRAHMA L1 | ACHINTA BASUMATARY L3 |
|---|---|---|---|---|---|---|
| 1.00 | CONSTRUCTION OF MARKET SHED : Item No. 1/2.1:- 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.
(a) All kind of soil | 23.58 | Cu.m | 109 ₹2,072.42 | 108 ₹2,053.4 Lowest | 109 ₹2,072.42 |
| 2.00 | Item No. 6/4.1:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.5 : PCC 1:3:6 | 341.33 | Cum | 6,907 ₹1,33,166.96 Lowest | 6,907 ₹1,33,166.96 Lowest | 6,907 ₹1,33,166.96 Lowest |
| 3.00 | Item No. 7/6.1:-Brick work with common burnt clay F.P.S. ( non-modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 2.35 | Cum | 6,956 ₹1,80,856 Lowest | 6,956 ₹1,80,856 Lowest | 6,956 ₹1,80,856 Lowest |
| 4.00 | Item No. 8/2.25(a):-Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 12.62 | Cum | 376 ₹8,27,992.61 | 373 ₹8,21,386.28 Lowest | 378 ₹8,32,396.82 |
| 5.00 | tem No. 9/5.2:- 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 : 5.2.2:- 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.08 | Cum | 10,296 ₹1,59,073.2 | 10,294 ₹1,59,042.3 Lowest | 10,296 ₹1,59,073.2 |
| 6.00 | tem No. 10/4.1:- 52 mm CC flooring with conc. Hardener topping, under layer 40 mm thick CC 1:2:4..complete | 46.66 | Sqm | 865 ₹90,825 Lowest | 865 ₹90,825 Lowest | 865 ₹90,825 Lowest |
| 7.00 | Item No. 11/5.22:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (ii) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 54.39 | Kg | 95 ₹1,38,516.65 | 91 ₹1,32,684.37 Lowest | 98 ₹1,42,890.86 |
| 8.00 | Item No. 12/5.22:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (ii) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 28.89 | Kg | 91 ₹1,21,596.93 Lowest | 91 ₹1,21,596.93 Lowest | 98 ₹1,30,950.54 |
| 9.00 | Item No. 13/5.9:- Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1:- Foundations, footings, bases of columns, etc. for mass concrete | 10.45 | Sqm | 812 ₹1,02,312 Lowest | 812 ₹1,02,312 Lowest | 812 ₹1,02,312 Lowest |
| 10.00 | 5.9.5:- Lintels, beams, plinth beams, girders, bressumers and cantilevers | 5.56 | Sqm | 614 ₹1,53,254.4 Lowest | 614 ₹1,53,254.4 Lowest | 614 ₹1,53,254.4 Lowest |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
23 Jun 2026, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/(6th FC)Koj-155/2025/4
2026_BoTC_52578_1
DPRD/BTC/(6th FC)Koj-155/2025/4
Open Tender
Civil Works - Building
Item Rate
180 days
Kachugaon
Refer to Bid Document
4 documents required · 4 mandatory
₹500
₹50,000
Yes
8 Jul 2026
2 Jun 2026
24 Jun 2026
2 Jun 2026
23 Jun 2026
2 Jun 2026
2 Jun 2026 - 23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CONSTRUCTION OF MARKET SHED : Item No. 1/2.1:- 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.
(a) All kind of soil | 23.58 | Cu.m | - | - |
| 2 | Item No. 6/4.1:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.5 : PCC 1:3:6 | 341.33 | Cum | - | - |
| 3 | Item No. 7/6.1:-Brick work with common burnt clay F.P.S. ( non-modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 2.35 | Cum | - | - |
| 4 | Item No. 8/2.25(a):-Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 12.62 | Cum | - | - |
| 5 | tem No. 9/5.2:- 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 : 5.2.2:- 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.08 | Cum | - | - |
| 6 | tem No. 10/4.1:- 52 mm CC flooring with conc. Hardener topping, under layer 40 mm thick CC 1:2:4..complete | 46.66 | Sqm | - | - |
| 7 | Item No. 11/5.22:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (ii) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 54.39 | Kg | - | - |
| 8 | Item No. 12/5.22:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (ii) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 28.89 | Kg | - | - |
| 9 | Item No. 13/5.9:- Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1:- Foundations, footings, bases of columns, etc. for mass concrete | 10.45 | Sqm | - | - |
| 10 | 5.9.5:- Lintels, beams, plinth beams, girders, bressumers and cantilevers | 5.56 | Sqm | - | - |
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