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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.4 LAdmitted-Finance C O GALA RAM BORO VILL P O RATANPUR P S TANGLA DIST UDALGURI BTC ASSAM PIN 784523 | RATANPUR | UDALGURI | ASSAM | 784523 | L1 | Admitted-Finance | |
| 2 | L2₹73.7 L+₹22,013.59 (0.30%)Admitted-Finance C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | L2 | Admitted-Finance | |
| 3 | L3₹74.0 L+₹60,951.93 (0.83%)Admitted-Finance SIMBARGAON BATABARI KOKRAJHAR ASSAM PIN 783370 | KOKRAJHAR | ASSAM | 783370 | L3 | Admitted-Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. | |
| 5 | Not Admitted-Fee/PreQual/Technical C O LT MAAHANTA NARZARY W NO 5 TENGAPARA P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. |
| Sl No | Description | Qty | Unit | Sri Sanswrang Bargayary L3 | SRI BIBEKANANDA DEY L2 | Sri Padma Kanta Boro L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth Work :
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 ofbottoms, 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.
All kinds of soil. cum | 126.23 | Cum | 308 ₹38,878.84 | 308 ₹38,878.84 | 304 ₹38,373.92 Lowest |
| 2.00 | Excavating, supplving and filling of local earth including royalty) by mechanical transport upto a 2.25(a) lead of 5km aiso including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. | 492.47 | Cum | 398 ₹1,96,003.06 | 395 ₹1,94,525.65 | 391.87 ₹1,92,984.22 Lowest |
| 3.00 | Sub-Head: Reinforced Cement Concrete :
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.. | 3,292.81 | Sqm | 98 ₹3,22,695.38 | 98 ₹3,22,695.38 | 95.3 ₹3,13,804.79 Lowest |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe- 500D or more.. | 1,453.58 | Sqm | 98 ₹1,42,450.84 | 98 ₹1,42,450.84 | 95.3 ₹1,38,526.17 Lowest |
| 5.00 | Sub Head : Concrete work :
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
(1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) cum | 11.21 | Cum | 8,273.52 ₹92,746.16 Lowest | 8,273.52 ₹92,746.16 Lowest | 8,273.52 ₹92,746.16 Lowest |
| 6.00 | Reinforced cement concrete :
Providing and laving in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttong, finishin, and reinforcement All work up to plinth level :
(1 cement : 1.5 coarse sand (zone-ll)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.46 | Cum | 8,891.14 ₹1,37,457.02 Lowest | 8,891.14 ₹1,37,457.02 Lowest | 8,891.14 ₹1,37,457.02 Lowest |
| 7.00 | 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 cement: 1.5 coarse sand(zone- III)derived from natural sources: 3 graded stone aggregate 20 mm nominal sizederived from natural sources | 18.75 | Cum | 10,826.71 ₹2,03,000.81 Lowest | 10,826.71 ₹2,03,000.81 Lowest | 10,826.71 ₹2,03,000.81 Lowest |
| 8.00 | SHUTTERING
Centering and shuttering including strutting propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete | 59.4 | Sqm | 327.35 ₹19,444.59 Lowest | 327.35 ₹19,444.59 Lowest | 327.35 ₹19,444.59 Lowest |
| 9.00 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 153.3 | Sqm | 654 ₹1,00,258.2 | 646.68 ₹99,136.04 Lowest | 646.68 ₹99,136.04 Lowest |
| 10.00 | Columns pillars piers Abutments posts and struts | 142.62 | Sqm | 862 ₹1,22,938.44 | 858 ₹1,22,367.96 | 854.92 ₹1,21,928.69 Lowest |
Tender Value
₹69.1 L
EMD Value
₹1.4 L
Closing Date
10 Feb 2026, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superint. Engineer,PWD,Kokrajhar Building Circle
O/o S.E., PWD, Kokrajhar Building Circle, Kokrajhar
Construction of Martyr Fwrdanna Daimary Open Stage and Pandal in Udalguri District.
2026_BoTC_50376_1
SE(B)/21-22/Pt-III/69-563_4
Open Tender
Civil Works - Building
Item Rate
360 days
Udalguri district
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,400
₹1.4 L
Yes
29 Oct 2026
20 Jan 2026
10 Feb 2026
20 Jan 2026
10 Feb 2026
20 Jan 2026
20 Jan 2026 - 30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work :
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 ofbottoms, 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.
All kinds of soil. cum | 126.23 | Cum | - | - |
| 2 | Excavating, supplving and filling of local earth including royalty) by mechanical transport upto a 2.25(a) lead of 5km aiso including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete. | 492.47 | Cum | - | - |
| 3 | Sub-Head: Reinforced Cement Concrete :
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.. | 3,292.81 | Sqm | - | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe- 500D or more.. | 1,453.58 | Sqm | - | - |
| 5 | Sub Head : Concrete work :
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
(1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) cum | 11.21 | Cum | - | - |
| 6 | Reinforced cement concrete :
Providing and laving in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttong, finishin, and reinforcement All work up to plinth level :
(1 cement : 1.5 coarse sand (zone-ll)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.46 | Cum | - | - |
| 7 | 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 cement: 1.5 coarse sand(zone- III)derived from natural sources: 3 graded stone aggregate 20 mm nominal sizederived from natural sources | 18.75 | Cum | - | - |
| 8 | SHUTTERING
Centering and shuttering including strutting propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete | 59.4 | Sqm | - | - |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 153.3 | Sqm | - | - |
| 10 | Columns pillars piers Abutments posts and struts | 142.62 | Sqm | - | - |
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