Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.0 LAccepted-AOC | ₹85.0 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹88.1 L+₹3.1 L (3.65%)Rejected-AOC | ₹88.1 L+₹3.1 L (3.65%) | 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 submitted the Earnest Money. |
| Sl No | Description | Qty | Unit | PINKI KAR L1 | JYOTISH GAYAN L2 |
|---|---|---|---|---|---|
| 1.00 | A. Road Work:
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 to meet requirement of 1 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land | 15,676.5 | Cum | 284.45 ₹44,59,180.42 Lowest | 300 ₹47,02,950 |
| 2.00 | Collection of sand gravel containing 60% and 40% gravel at quarry free from disintegrated and flaky pieces vegetation and other deleterious matter and adherent coating etc., (Rate including FR & ST loading, unloading stacking in working site from nearest quarry as directed) | 112.5 | Cum | 3,112.25 ₹3,50,128.12 Lowest | 3,200 ₹3,60,000 |
| 3.00 | Labour for spreading metal gravel / sand gravel on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30 m | 112.5 | Cum | 746.94 ₹84,030.75 Lowest | 760 ₹85,500 |
| 4.00 | Providing and laying of boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 Kg laid dry complete as per drawing Technical Specification Clause 1301. | 675 | Cum | 2,050.1 ₹13,83,817.5 Lowest | 2,100 ₹14,17,500 |
| 5.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing &Technical Specification Clause 1302. | 60 | Cum | 2,257.75 ₹1,35,465 Lowest | 2,300 ₹1,38,000 |
| 6.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing &Technical Specification Clause 1302. | 120 | Cum | 2,050.1 ₹2,46,012 Lowest | 2,100 ₹2,52,000 |
| 7.00 | B. CD WOrk: (1x3.0x5.50) 1 Cell Box Culvert:
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 mate
1. Ordinary soil
(i) Upto 3 m depth | 189 | Cum | 140.67 ₹26,586.63 Lowest | 150 ₹28,350 |
| 8.00 | 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) | 14.24 | Cum | 6,650.38 ₹94,701.41 Lowest | 6,700 ₹95,408 |
| 9.00 | 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) | 115.08 | Cum | 7,765.56 ₹8,93,660.64 Lowest | 7,800 ₹8,97,624 |
| 10.00 | 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-25 (I) For nominal mix 1:1:2 (a) Height upto 5.00m | 10.35 | Cum | 9,560.27 ₹98,948.79 Lowest | 9,750 ₹1,00,912.5 |
Tender Value
₹85 L
EMD Value
₹1.7 L
Closing Date
4 Jul 2025, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/SOPD(Baksa-11/2025-26/19
2025_BoTC_45235_1
DPRD/BTC/SOPD/Bak-11/25-26/19
Open Tender
Civil Works
Item Rate
90 days
Goreswar Baksa
Refer to Bid Document
4 documents required · 4 mandatory
₹1,700
₹1.7 L
Yes
7 Aug 2026
28 Jun 2025
5 Jul 2025
28 Jun 2025
4 Jul 2025
28 Jun 2025
28 Jun 2025 - 4 Jul 2025
Amount
A. Road Work: 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 to meet requirement of 1 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
Collection of sand gravel containing 60% and 40% gravel at quarry free from disintegrated and flaky pieces vegetation and other deleterious matter and adherent coating etc., (Rate including FR & ST loading, unloading stacking in working site from nearest quarry as directed)
Labour for spreading metal gravel / sand gravel on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30 m
Providing and laying of boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 Kg laid dry complete as per drawing Technical Specification Clause 1301.
Providing and laying filter material underneath pitching in slopes complete as per drawing &Technical Specification Clause 1302.
Providing and laying pitching on slopes laid over prepared filter media as per drawing &Technical Specification Clause 1302.
B. CD WOrk: (1x3.0x5.50) 1 Cell Box Culvert: 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 mate 1. Ordinary soil (i) Upto 3 m 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)
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-25 (I) For nominal mix 1:1:2 (a) Height upto 5.00m
Supplying, fitting and placing TMT bar reinforcement (Fe 500 D) in substructure complete as per drawing and technical specification clauses 1002, 1010 & 1202.
Construction of RCC railing of M-25 grade in cast in situ with 20mm nominal size aggregate, complete as per drawing and technical specification clauses 800,900,1208.3
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.
Providing and laying of boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 Kg laid dry complete as per drawing Technical Specification Clause 1301.
JYOTISH GAYAN (BID ID -271168)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .