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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC H NO 41 NORTH JYOTI NAGAR PO BAMUNIMAIDAM PS CHANDMARI DIST KAMRUP M ASSAM PIN 781021 | KAMRUP METRO | ASSAM | 781021 | ₹2.0 Cr | L1 | Accepted-AOC Successful bidder being L1 |
| 2 | L2₹2 CrRejected-AOC 1A 1ST FLOOR BLOCK 1 SHRISTI DHARMESHWAR APPARTMENT DINESH OJHA PATH RAJGARH ROAD GUWAHATI 781005 | KAMRUP METRO | ASSAM | 781005 | ₹2 Cr | L2 | Rejected-AOC Unsuccessful bidder |
| Sl No | Description | Qty | Unit | Parag Kalita L1 | SWARAJ INFRA L2 |
|---|---|---|---|---|---|
| 1.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 5,963.35 | cum | 391.99 ₹23.4 L | 391.99 ₹23.4 L |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 42.41 | cum | 7,265.95 ₹3.1 L | 7,265.95 ₹3.1 L |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 188.6 | cum | 8,893.65 ₹16.8 L | 8,893.65 ₹16.8 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 237.86 | sqm | 327.44 ₹77,884.88 | 327.44 ₹77,884.88 |
| 5.00 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 255.8 | sqm | 646.86 ₹1.7 L | 646.86 ₹1.7 L |
| 6.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 66.24 | sqm | 855.2 ₹56,648.45 | 855.2 ₹56,648.45 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more | 50,434.84 | Kg | 95.32 ₹48.1 L | 95.32 ₹48.1 L |
| 8.00 | 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. | 372.93 | sqm | 779.8 ₹2.9 L | 779.8 ₹2.9 L |
| 9.00 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :
500 mm dia piles | 2,745 | Rm | 3,695.46 ₹1.0 Cr | 3,695.46 ₹1.0 Cr |
| 10.00 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne Safe capacity:
Initial test (Test Load 2.5 times the Safe capacity) | 1 | Per Test | 54,771.48 ₹54,771.48 | 54,771.48 ₹54,771.48 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
19 Jan 2026, 2:00 pmClosed
SE PWD Ghy Bldg Circle-II Chandmari Ghy-3
Superintending Engineer, P.W.D, Guwahati Building Circle-II, Chandmari, Guwahati-3
Construction of Site Development and Hostel Building of Vandaniya Laxmibai Kelkark Smarak Samiti at North Guwahati
2025_PWBNH_49606_1
SE/BII/VLKSS_NG
Open Tender
Civil Works - Building
180 days
Vandaniya Laxmibai Kelkark Smarak Samiti North Ghy
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,000
₹3.8 L
Yes
O/o the SE PWD Ghy Bldg Circle-II Chandmari Ghy-3
23 Feb 2026
26 Dec 2025
20 Jan 2026
26 Dec 2025
19 Jan 2026
31 Dec 2025
31 Dec 2025
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
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.
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 500 mm dia piles
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity: Initial test (Test Load 2.5 times the Safe capacity)
Routine test (Test Load 1.5 times the Safe capacity)
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