Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 CrAdmitted-Finance UNIT 4A 4TH FLOOR MAYUR GARDEN OPP OF RAJIV BHAWAN ABC BUS STOP BHANGAGARH G S ROAD GUWAHATI KAMRUP M 781005 | KAMRUP METRO | ASSAM | 781005 | ₹24.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹25.5 Cr+₹1.4 Cr (5.70%)Admitted-Finance HOUSE NO 1 MATHURA NAGAR DISPUR GUWAHATI KAMRUP M ASSAM 781006 | GUWAHATI | KAMRUP M | ASSAM | 781006 | ₹25.5 Cr+₹1.4 Cr (5.70%) | L2 | Admitted-Finance |
| 3 | L3₹26.0 Cr+₹1.9 Cr (8.06%)Admitted-Finance HOUSE NO 16 WARD NO 4 JORHAT ASSAM | JORHAT | ASSAM | 785001 | ₹26.0 Cr+₹1.9 Cr (8.06%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | D KUMAR AND COMPANY L1 | M/S STAR CONSTRUCTIONS L3 | SIGNET ASSOCIATE L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures
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 3m depth | 29,512 | m3 | 150 ₹44,26,800 Lowest | 165 ₹48,69,480 | 160 ₹47,21,920 |
| 2.00 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 9,027 | m2 | 900 ₹81,24,300 Lowest | 1,035 ₹93,42,945 | 950 ₹85,75,650 |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
II P.C.C grade M 15 ,
Nominal mix 1:2.5:5 ( Hand mix) | 1,354.05 | m3 | 9,000 ₹1,21,86,450 Lowest | 10,350 ₹1,40,14,417.5 | 9,500 ₹1,28,63,475 |
| 4.00 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
(N) Without Plasticiser
C. RCC Grade M 30
Case II. Using Batching Plant, Transit Mixer and Concrete Pump.
(i) For solid slab super-structure,
a.Height upto 5m | 391 | m3 | 12,000 ₹46,92,000 Lowest | 13,000 ₹50,83,000 | 12,250 ₹47,89,750 |
| 5.00 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without Plasticiser
G. RCC Grade M30,
a. Height upto 5m,
Case II With Batching Plant, Transit Mixer and Concrete Pump. | 7,195.93 | m³ | 12,000 ₹8,63,51,160 Lowest | 12,500 ₹8,99,49,125 | 12,500 ₹8,99,49,125 |
| 6.00 | Construction of temporary blockade of size 0.75 m × 0.40 m by earth filled cement bags supported with Bholuka bamboo palisading at both sides in the bed of channel for draining water through a restricted path at the time of re-sectioning/construction of foundations of flood walls etc. including driving of bamboo posts 0.80 m above ground and 1.00 m below ground at 0.30 m clear apart, tying with one row half Jati bamboo kamies and removing of the blockade after completion of the work etc. complete as directed. | 200 | Rm | 1,400 ₹2,80,000 Lowest | 1,525 ₹3,05,000 | 1,500 ₹3,00,000 |
| 7.00 | Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc complete as directed | 1,280 | Hour | 350 ₹4,48,000 Lowest | 400 ₹5,12,000 | 375 ₹4,80,000 |
| 8.00 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar
reinforcement in sub-structure complete as per drawing and technical specifications
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 788.48 | Tonne | 1,15,000 ₹9,06,75,200 Lowest | 1,22,000 ₹9,61,94,560 | 1,20,000 ₹9,46,17,600 |
| 9.00 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 95.99 | Tonne | 1,20,000 ₹1,15,18,800 Lowest | 1,25,000 ₹1,19,98,750 | 1,20,000 ₹1,15,18,800 Lowest |
| 10.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification B) Sandy material | 6,324 | m3 | 2,100 ₹1,32,80,400 Lowest | 2,500 ₹1,58,10,000 | 2,500 ₹1,58,10,000 |
Tender Value
₹17.6 Cr
EMD Value
₹35.1 L
Closing Date
22 May 2026, 2:00 pmClosed
Chief Engineer, Water Resources Department, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Construction of RCC Drain from Padma Lake to its outfall at Kalbhog River at Larika.
2026_DoWR_52297_1
KAMRUP RURAL/2025-26/DW/I
Open Tender
Civil Works
Works
180 days
KAMRUP RURAL
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹35.1 L
Yes
6 Jul 2026
11 May 2026
22 May 2026
11 May 2026
22 May 2026
17 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for Structures
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 3m depth | 29,512 | m3 | 137.91 | ₹40,69,999.92 |
| 2 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 9,027 | m2 | 811.06 | ₹73,21,438.62 |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
II P.C.C grade M 15 ,
Nominal mix 1:2.5:5 ( Hand mix) | 1,354.05 | m3 | 6,410.53 | ₹86,80,178.15 |
| 4 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
(N) Without Plasticiser
C. RCC Grade M 30
Case II. Using Batching Plant, Transit Mixer and Concrete Pump.
(i) For solid slab super-structure,
a.Height upto 5m | 391 | m3 | 10,608.97 | ₹41,48,107.27 |
| 5 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without Plasticiser
G. RCC Grade M30,
a. Height upto 5m,
Case II With Batching Plant, Transit Mixer and Concrete Pump. | 7,195.93 | m³ | 9,796.18 | ₹7,04,92,625.55 |
| 6 | Construction of temporary blockade of size 0.75 m × 0.40 m by earth filled cement bags supported with Bholuka bamboo palisading at both sides in the bed of channel for draining water through a restricted path at the time of re-sectioning/construction of foundations of flood walls etc. including driving of bamboo posts 0.80 m above ground and 1.00 m below ground at 0.30 m clear apart, tying with one row half Jati bamboo kamies and removing of the blockade after completion of the work etc. complete as directed. | 200 | Rm | 1,139.69 | ₹2,27,938 |
| 7 | Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc complete as directed | 1,280 | Hour | 287.95 | ₹3,68,576 |
| 8 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar
reinforcement in sub-structure complete as per drawing and technical specifications
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 788.48 | Tonne | 69,416.53 | ₹5,47,33,545.57 |
| 9 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) | 95.99 | Tonne | 76,282.52 | ₹73,22,359.09 |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification B) Sandy material | 6,324 | m3 | 1,618.25 | ₹1,02,33,813 |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.21 MB
padma_lake_bid.pdf
Tender Documents • 0.69 MB
BOQ_82717.xls
BOQ • 0.39 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 .