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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-AOC | ₹24.9 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹24.9 L+₹3,940.50 (0.16%)Rejected-AOC ATELIA P O BHOLAGURI P S KHOIRABARI DIST UDALGURI BTC ASSAM PIN 784522 | BHOLAGURI | UDALGURI | ASSAM | 784522 | ₹24.9 L+₹3,940.50 (0.16%) | L2 | Rejected-AOC Higher Rate Quoted among the others |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-The Bidder has not deposited the EMD |
| Sl No | Description | Qty | Unit | BIR BAHADUR PRADHAN L1 | LONDON SWARGIARY L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of 1 No of R.C.C.Box Cell culvert 3.00 m Span Earthwork in excavation for structure 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, excavation suitable material i. In ordinary Soil (Upto height 3.00m depth) | 207.4 | Cu.m | 208 ₹43,139.2 Lowest | 208 ₹43,139.2 Lowest |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 A. With Crushed stone. (I) PCC Grade M-10 (normal mix 1:3:6) | 21.62 | Cu.m | 3,574 ₹77,269.88 Lowest | 3,574 ₹77,269.88 Lowest |
| 3.00 | Plain/ reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807,1202 & 1204 A) With Crushed stone. (II) RCC Grade M-20 (normal mix 1:2:4) | 261.4 | Cu.m | 4,778 ₹12,48,969.2 Lowest | 4,778 ₹12,48,969.2 Lowest |
| 4.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 500 D) in substructure complete as per drawing and technical specification clauses 1002, 1010 & 1202. | 2.3 | MT | 92,000 ₹2,11,232 Lowest | 92,000 ₹2,11,232 Lowest |
| 5.00 | Providing and laying reinforcement cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4 & 1205.5 A) With Crushed stone. (II) RCC Grade M-20 (I) For nominal mix 1:2:4 (a) Height upto 5.00m | 23.42 | Cum | 6,785 ₹1,58,904.7 Lowest | 6,785 ₹1,58,904.7 Lowest |
| 6.00 | Providing and laying RCC wearing course M-30 grade incl. reinforcemrnt complete as per drawing and technical specifications Clauses 800 and 1206.30 A) With Crushed stone. | 3.04 | Cum | 6,584 ₹20,002.19 Lowest | 6,584 ₹20,002.19 Lowest |
| 7.00 | Drainage spouts complete as per drawing and technical specifications clause 1209 | 4 | Each | 9,854 ₹39,416 Lowest | 9,854 ₹39,416 Lowest |
| 8.00 | Filler Joint iv) Providing and filling joint sealing compound complete as per drawing and technical specifications with coarse sand and 6% bitumen by weight. | 24 | Rm | 1,857 ₹44,568 Lowest | 1,857 ₹44,568 Lowest |
| 9.00 | Providing weep holes in brick masonry/ stone, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia. Ac pipe extending trough 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 | 120 | Each | 351 ₹42,120 Lowest | 351 ₹42,120 Lowest |
| 10.00 | Construction of embankment with approved material obtained from borrow pits with all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5
(i) Private Land | 234.3 | Cu.m | 595 ₹1,39,408.5 Lowest | 595 ₹1,39,408.5 Lowest |
Tender Value
₹24.9 L
EMD Value
₹49,882
Closing Date
21 Jul 2025, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/TA-6/2025/15
2025_BoTC_45548_1
DPRD/BTC/TA-6/2025/15
Open Tender
Civil Works
Item Rate
60 days
Goreswar
Refer to Bid Document
4 documents required · 4 mandatory
₹500
₹49,882
Yes
30 Aug 2025
14 Jul 2025
21 Jul 2025
14 Jul 2025
21 Jul 2025
14 Jul 2025
14 Jul 2025 - 21 Jul 2025
Amount
Construction of 1 No of R.C.C.Box Cell culvert 3.00 m Span Earthwork in excavation for structure 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, excavation suitable material i. In ordinary Soil (Upto height 3.00m depth)
Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 A. With Crushed stone. (I) PCC Grade M-10 (normal mix 1:3:6)
Plain/ reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807,1202 & 1204 A) With Crushed stone. (II) RCC Grade M-20 (normal mix 1:2:4)
Supplying, fitting and placing TMT bar reinforcement (Fe 500 D) in substructure complete as per drawing and technical specification clauses 1002, 1010 & 1202.
Providing and laying reinforcement cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4 & 1205.5 A) With Crushed stone. (II) RCC Grade M-20 (I) For nominal mix 1:2:4 (a) Height upto 5.00m
Providing and laying RCC wearing course M-30 grade incl. reinforcemrnt complete as per drawing and technical specifications Clauses 800 and 1206.30 A) With Crushed stone.
Drainage spouts complete as per drawing and technical specifications clause 1209
Filler Joint iv) Providing and filling joint sealing compound complete as per drawing and technical specifications with coarse sand and 6% bitumen by weight.
Providing weep holes in brick masonry/ stone, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia. Ac pipe extending trough 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
Construction of embankment with approved material obtained from borrow pits with all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land
Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) Private Land.
Constr. 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 dencity, complete as per Technical Specification Clause 401 (ii) For Grading II material.
Miscellaneous (Signboard)
LONDON SWARGIARY (BID ID -272342)
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