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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18 LAccepted-AOC BANGAON PO BANAGRAM PS BELSOR DISTRICT NALBARI PIN 781303 | NALBARI | ASSAM | 781303 | ₹18 L | L1 | Accepted-AOC Awarded to L1 bidder |
| 2 | L2₹20.0 LRejected-Finance | ₹20.0 L | L2 | Rejected-Finance Allotted to L1 bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. |
| Sl No | Description | Qty | Unit | M/S KUSUM ENTERPRISE L2 | SRI BIMAN JYOTI DEKA L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
Upto 3 m depth | 217.44 | Cum | 134.47 ₹29,239.16 | 121 ₹26,310.24 |
| 2.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B. With Natural Gravel.
I. P.C.C grade M 10
Nominal mix 1:3:6 | 13.76 | Cum | 5,905 ₹81,252.8 | 5,314 ₹73,120.64 |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B. With Natural Gravel
III. P.C.C grade M 20
Nominal mix 1:2:4 | 168.7 | Cum | 6,018.07 ₹10,15,248.41 | 5,416 ₹9,13,679.2 |
| 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 M 20
(I) For nominal mix 1:2:4
a} Height upto 5 M | 15.91 | Cum | 8,593.74 ₹1,36,726.4 | 7,734 ₹1,23,047.94 |
| 5.00 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 2 | Each | 1,979.27 ₹3,958.54 | 1,775 ₹3,550 |
| 6.00 | Filler Joint
Iv} Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. | 12 | Rm. | 27.49 ₹329.88 | 24 ₹288 |
| 7.00 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 1.49 | MT | 68,680.86 ₹1,02,403.16 | 61,812 ₹92,161.69 |
| 8.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall 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 | 60 | Each | 143 ₹8,580 | 127 ₹7,620 |
| 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 | 1.94 | Cum | 15,185.2 ₹29,474.47 | 13,642.45 ₹26,479.99 |
| 10.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope
and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land | 323.4 | Cum | 271.92 ₹87,938.93 | 247 ₹79,879.8 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
20 Jan 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Reconstruction of Billeswar Moktab to BBB road (Back side of Belsor PS) under NDRF (PDNA-2022) for the year 2025-26. (Construction of Slab Culvert).
2026_PWD_49922_18
Tech/NDTRD/NIT/1028/4212 dated 03.01.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹400
₹40,000
Yes
30 Jun 2026
8 Jan 2026
21 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
8 Jan 2026 - 20 Jan 2026
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With Natural Gravel. I. P.C.C grade M 10 Nominal mix 1:3:6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With Natural Gravel III. P.C.C grade M 20 Nominal mix 1:2:4
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 M 20 (I) For nominal mix 1:2:4 a} Height upto 5 M
Drainage spouts complete as per drawing and technical specifications Clause 1209
Filler Joint Iv} Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall 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
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
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii) For Grading II Material
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