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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹49.0 LAccepted-AOC | ₹49.0 L | L 1 | Accepted-AOC L1 |
| 2 | L 2₹49.0 L+₹1,100 (0.02%)Rejected-Finance | ₹49.0 L+₹1,100 (0.02%) | L 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Sansuma Basumatary L2 | Md. Ashed Ali L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of Slab Culvert of 10.00 M Span:
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1.Ordinary Soil
i) Upto 3 m depth | 492.24 | Cum | 127.69 ₹62,854.13 Lowest | 127.69 ₹62,854.13 Lowest |
| 2.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
A. With Crushed Stone
I. P.C.C. Grade M20 Nominal Mix (1:3:6) | 30.48 | Cum | 6,036.57 ₹1,83,994.65 Lowest | 6,036.57 ₹1,83,994.65 Lowest |
| 3.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204.
A. With Crushed Stone
P.C.C. Grade M20 (I) Nominal Mix (1:2:4) | 544.08 | Cum | 7,048.83 ₹38,35,127.43 Lowest | 7,048.83 ₹38,35,127.43 Lowest |
| 4.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With Crushed Stone
I. R.C.C. Grade M20 (I) For Nominal Mix 1:2:4
a) Height upto 5.0 M | 59.49 | Cum | 8,160.44 ₹4,85,464.58 Lowest | 8,160.44 ₹4,85,464.58 Lowest |
| 5.00 | Drainage spouts complete as per drawing and technical specification Clause 1209. | 2 | Each | 1,873.77 ₹3,747.54 Lowest | 1,873.77 ₹3,747.54 Lowest |
| 6.00 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. | 12 | Rm | 26.1 ₹313.2 Lowest | 26.1 ₹313.2 Lowest |
| 7.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 500D) from primary producers TATA/SAIL/essar steel/Jindal in superstructure complete as per drawing and technical specifications Clause 1002, 1010 and 1202. | 3.6 | Mt | 65,217.95 ₹2,34,523.75 Lowest | 65,217.95 ₹2,34,523.75 Lowest |
| 8.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. | 20 | Each | 134.7 ₹2,694 Lowest | 134.7 ₹2,694 Lowest |
| 9.00 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A. with crushed stone | 1.03 | Cum | 14,419.59 ₹14,852.18 Lowest | 14,419.59 ₹14,852.18 Lowest |
| 10.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(a) private land. | 161.5 | Cum | 250 ₹40,375 Lowest | 250 ₹40,375 Lowest |
Tender Value
₹49.0 L
EMD Value
₹97,991
Closing Date
5 Mar 2026, 1:00 pmClosed
SE PWD R and B Circle Kokrajhar
SE PWD R and B Circle Kokrajhar
Const. of 10.00m Span RCC Slab Culvert over Kushli Dong on Geruapar Pukhuripar to Kachubari road under Tamulpur District. TN_392_3
2026_BoTC_51333_1
TECH28/SE/R/B/ETender/19_20/22
Open Tender
Civil Works – Roads
Works
180 days
Tamulpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹97,991
Yes
10 Aug 2026
18 Feb 2026
5 Mar 2026
18 Feb 2026
5 Mar 2026
18 Feb 2026
18 Feb 2026 - 5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Slab Culvert of 10.00 M Span:
Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1.Ordinary Soil
i) Upto 3 m depth | 492.24 | Cum | - | - |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
A. With Crushed Stone
I. P.C.C. Grade M20 Nominal Mix (1:3:6) | 30.48 | Cum | - | - |
| 3 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204.
A. With Crushed Stone
P.C.C. Grade M20 (I) Nominal Mix (1:2:4) | 544.08 | Cum | - | - |
| 4 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With Crushed Stone
I. R.C.C. Grade M20 (I) For Nominal Mix 1:2:4
a) Height upto 5.0 M | 59.49 | Cum | - | - |
| 5 | Drainage spouts complete as per drawing and technical specification Clause 1209. | 2 | Each | - | - |
| 6 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. | 12 | Rm | - | - |
| 7 | Supplying, fitting and placing TMT bar reinforcement (Fe 500D) from primary producers TATA/SAIL/essar steel/Jindal in superstructure complete as per drawing and technical specifications Clause 1002, 1010 and 1202. | - | Mt | - | - |
| 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. | 20 | Each | - | - |
| 9 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A. with crushed stone | 1.03 | Cum | - | - |
| 10 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(a) private land. | 161.5 | Cum | - | - |
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