Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC | ₹4.2 Cr | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹4.2 Cr+₹3.0 L (0.72%)Rejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | ₹4.2 Cr+₹3.0 L (0.72%) | L2 | Rejected-AOC Higher Rate Quoted among the others |
| 3 | L3₹4.2 Cr+₹4.8 L (1.15%)Rejected-AOC | ₹4.2 Cr+₹4.8 L (1.15%) | L3 | Rejected-AOC Highest Rate Quoted among the others |
| Sl No | Description | Qty | Unit | Arjun Saha L2 | Shri Kingstone Mohilary L3 | M/S RANJILA NARZARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means (A) In area of non thorny jungle. | 10.32 | Hect | 55,895 ₹5,77,004.09 | 55,895 ₹5,77,004.09 | 55,893.91 ₹5,76,992.83 Lowest |
| 2.00 | 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 | 71,870.4 | Cu.m | 276 ₹1,98,36,230.4 | 278 ₹1,99,79,971.2 | 272.33 ₹1,95,72,466.03 Lowest |
| 3.00 | 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. | 11,023.6 | Cum | 360 ₹39,68,496 | 362 ₹39,90,543.2 | 358.26 ₹39,49,314.94 Lowest |
| 4.00 | Constr. Of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface,(Well Graded Material for Sub-Base-Grading) 53 mm to 9.5 mm | 5,642 | Cu.m | 1,752 ₹98,84,784 | 1,754 ₹98,96,068 | 1,748.98 ₹98,67,745.16 Lowest |
| 5.00 | Construction of 1 No of R.C.C.Box Cell culvert (size: 4.00 m x 4.00 m) 2 cell : 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) | 214.58 | Cu.m | 134.67 ₹28,897.49 Lowest | 134.67 ₹28,897.49 Lowest | 134.67 ₹28,897.49 Lowest |
| 6.00 | Sand filling in foundation trenches as per drawing and technical specifications. | 21.29 | Cu.m | 1,734.2 ₹36,928.05 Lowest | 1,734.2 ₹36,928.05 Lowest | 1,734.2 ₹36,928.05 Lowest |
| 7.00 | Plain cement concrete 1:2:4 nominal mixes in foundation wit crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | 10.46 | Cum | 6,563.54 ₹68,654.63 Lowest | 6,563.54 ₹68,654.63 Lowest | 6,563.54 ₹68,654.63 Lowest |
| 8.00 | Plain/Reinforced cement concrete work in open foundation as per drawing and technical specifications.
(V) RCC Grade M – 25 | 70.36 | Cum | 7,404.48 ₹5,20,979.21 Lowest | 7,404.48 ₹5,20,979.21 Lowest | 7,404.48 ₹5,20,979.21 Lowest |
| 9.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications. A). RCC Grade M20
(i) For solid slab super structure (a) Height up to 5 M. | 20.98 | Cum | 8,606.82 ₹1,80,571.08 Lowest | 8,606.82 ₹1,80,571.08 Lowest | 8,606.82 ₹1,80,571.08 Lowest |
| 10.00 | Supplying, fitting and placing of TMT bar reinforcement in sub – structure as per drawing and technical specifications. | 6.95 | MT | 56,662.99 ₹3,93,864.44 Lowest | 56,662.99 ₹3,93,864.44 Lowest | 56,662.99 ₹3,93,864.44 Lowest |
Tender Value
₹4.2 Cr
EMD Value
₹8.3 L
Closing Date
1 Aug 2026, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/(SOPD)/Chi-1/2026/41
2026_BoTC_53023_1
DPRD/BTC/(SOPD)/Chi-1/2026/41
Open Tender
Civil Works
Item Rate
180 days
Sidli-Chirang
Refer to Bid Document
4 documents required · 4 mandatory
₹8,347
₹8.3 L
Yes
20 Aug 2026
10 Jul 2026
3 Aug 2026
10 Jul 2026
1 Aug 2026
10 Jul 2026
10 Jul 2026 - 1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
(i) By Manual Means (A) In area of non thorny jungle. | 10.32 | Hect | - | - |
| 2 | 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 | 1 | Cu.m | - | - |
| 3 | 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. | 11,023.6 | Cum | - | - |
| 4 | Constr. Of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface,(Well Graded Material for Sub-Base-Grading) 53 mm to 9.5 mm | 5,642 | Cu.m | - | - |
| 5 | Construction of 1 No of R.C.C.Box Cell culvert (size: 4.00 m x 4.00 m) 2 cell : 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) | 214.58 | Cu.m | - | - |
| 6 | Sand filling in foundation trenches as per drawing and technical specifications. | 21.29 | Cu.m | - | - |
| 7 | Plain cement concrete 1:2:4 nominal mixes in foundation wit crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | 10.46 | Cum | - | - |
| 8 | Plain/Reinforced cement concrete work in open foundation as per drawing and technical specifications.
(V) RCC Grade M – 25 | 70.36 | Cum | - | - |
| 9 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications. A). RCC Grade M20
(i) For solid slab super structure (a) Height up to 5 M. | 20.98 | Cum | - | - |
| 10 | Supplying, fitting and placing of TMT bar reinforcement in sub – structure as per drawing and technical specifications. | 6.95 | MT | - | - |
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
Tendernotice_1.pdf
PDF • 1.08 MB
SBD_20.pdf
Tender Documents • 1.64 MB
BOQ_83590.xls
BOQ • 0.30 MB
FOB_20.pdf
Additional Documents • 0.08 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 .