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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25 LAccepted-Finance | ₹25 L | L1 | Accepted-Finance Lowest Rate Quoted among the others |
| 2 | L2₹25.2 L+₹20,000 (0.80%)Accepted-Finance | ₹25.2 L+₹20,000 (0.80%) | L2 | Accepted-Finance Higher Rate Quoted among the others |
| 3 | L2₹25.3 L+₹31,700 (1.27%)Accepted-Finance GANAKPARA CITY TOWN UDALGURI P O BHOLABARI P S KALAIGAON DIST UDALGURI ASSAM PIN 784525 | DARRANG | ASSAM | 784525 | ₹25.3 L+₹31,700 (1.27%) | L2 | Accepted-Finance Highest Rate Quoted among the others |
| Sl No | Description | Qty | Unit | KESHAB GOGOI L2 | LANKESWAR RABHA L3 | Gokul Chetri L1 |
|---|---|---|---|---|---|---|
| 1.00 | CONSTRUCTION OF MARKET SHED : Item No. 1/2.8:- 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) In ordinary soil | 145.8 | Cu.m | 305.03 ₹44,473.37 Lowest | 310 ₹45,198 | 305.03 ₹44,473.37 Lowest |
| 2.00 | Item No. 2/2.25(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. | 158.6 | Cum | 392.02 ₹62,174.37 Lowest | 400 ₹63,440 | 392.02 ₹62,174.37 Lowest |
| 3.00 | Item No. 3/5.22:- 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, Fe-500 D or more. | 5,508.87 | Kg | 98.96 ₹5,45,157.78 | 98 ₹5,39,869.26 | 95.33 ₹5,25,160.58 Lowest |
| 4.00 | Item No. 4/5.22:- 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, Fe-500 D or more. | 3,848.46 | Kg | 95.33 ₹3,66,873.69 Lowest | 98 ₹3,77,149.08 | 95.33 ₹3,66,873.69 Lowest |
| 5.00 | Item No.5/10.2 :- Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, includung cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,541.96 | Kg | 83.16 ₹1,28,229.39 Lowest | 85 ₹1,31,066.6 | 83.16 ₹1,28,229.39 Lowest |
| 6.00 | Item No. 6/5.1:- 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 : 5.1.3:- 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 11.42 | Cum | 7,832.03 ₹89,473.11 Lowest | 8,000 ₹91,392 | 7,832.03 ₹89,473.11 Lowest |
| 7.00 | Item No. 7/5.1:- 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 : 5.1.2:- 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 41.63 | Cum | 8,894.41 ₹3,70,265.39 Lowest | 8,894.41 ₹3,70,265.39 Lowest | 8,894.41 ₹3,70,265.39 Lowest |
| 8.00 | tem No. 8/5.2:- 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) | 7.2 | Cum | 10,830.68 ₹77,980.9 Lowest | 10,830.68 ₹77,980.9 Lowest | 10,830.68 ₹77,980.9 Lowest |
| 9.00 | Item No. 9/5.3:-Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 6.95 | Cum | 11,398.8 ₹79,164.67 Lowest | 11,398.8 ₹79,164.67 Lowest | 11,398.8 ₹79,164.67 Lowest |
| 10.00 | Item No. 10/4.10 :- Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 25 | Sqm | 394.36 ₹9,859.79 Lowest | 394.36 ₹9,859.79 Lowest | 394.36 ₹9,859.79 Lowest |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
29 Jun 2026, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/6TH ASFC/DG/XII/Udl-29/2026/09
2026_BoTC_52654_1
DPRD/BTC/6TH ASFC/DG/XII/Udl-29/2026/09
Open Tender
Civil Works - Building
Item Rate
180 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹500
₹50,000
Yes
15 Jul 2026
8 Jun 2026
30 Jun 2026
8 Jun 2026
29 Jun 2026
8 Jun 2026
8 Jun 2026 - 29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CONSTRUCTION OF MARKET SHED : Item No. 1/2.8:- 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) In ordinary soil | 145.8 | Cu.m | - | - |
| 2 | Item No. 2/2.25(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. | 158.6 | Cum | - | - |
| 3 | Item No. 3/5.22:- 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, Fe-500 D or more. | 5,508.87 | Kg | - | - |
| 4 | Item No. 4/5.22:- 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, Fe-500 D or more. | 3,848.46 | Kg | - | - |
| 5 | Item No.5/10.2 :- Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, includung cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,541.96 | Kg | - | - |
| 6 | Item No. 6/5.1:- 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 : 5.1.3:- 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 11.42 | Cum | - | - |
| 7 | Item No. 7/5.1:- 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 : 5.1.2:- 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 41.63 | Cum | - | - |
| 8 | tem No. 8/5.2:- 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) | 7.2 | Cum | - | - |
| 9 | Item No. 9/5.3:-Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 6.95 | Cum | - | - |
| 10 | Item No. 10/4.10 :- Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 25 | Sqm | - | - |
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