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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC H NO 11 HENGRABARI LICHUBAGAN NEAR KALI MANDIR NIZARAPAR BYELANE 1 PS DISPUR PO HENGRABARI DIST KAMRUP M GHY ASSAM 781036 | GUWAHATI | KAMRUP M | ASSAM | 781036 | ₹4.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.0 CrRejected-AOC | ₹4.0 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical VILL KUNTHAIBARI P O P S SERFANGURI DIST KOKRAJHAR BTC | SERFANGURI | KOKRAJHAR | ASSAM | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | M/S J.K ENTERPRISE L1 | M.H. CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | CIVIL WORK OF WATER TANK STAGE
2.8 Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 388.08 | Cum | 305.01 ₹1.2 L | 305.01 ₹1.2 L |
| 2.00 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 640.2 | Sqm | 645.64 ₹4.1 L | 645.64 ₹4.1 L |
| 3.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 48.03 | Cum | 7,265.95 ₹3.5 L | 7,265.95 ₹3.5 L |
| 4.00 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 9,994.5 | Kg | 95.32 ₹9.5 L | 95.32 ₹9.5 L |
| 5.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 144 | Sqm | 327.44 ₹47,151.36 | 327.44 ₹47,151.36 |
| 6.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 432 | Sqm | 855.16 ₹3.7 L | 855.16 ₹3.7 L |
| 7.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 150.3 | Sqm | 646.86 ₹97,223.06 | 646.86 ₹97,223.06 |
| 8.00 | 5.1 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 111.75 | Cum | 8,893.65 ₹9.9 L | 8,893.65 ₹9.9 L |
| 9.00 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 10.8 | Cum | 7,317.63 ₹79,030.40 | 7,317.63 ₹79,030.40 |
| 10.00 | 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster | 247.5 | Sqm | 411.02 ₹1.0 L | 411.02 ₹1.0 L |
Tender Value
₹4.0 Cr
EMD Value
₹7.9 L
Closing Date
19 Jan 2026, 2:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Providing with Installation of Integrated Solar Energy Drinking Water Project at the rate of Rs.13,21,251.00 x 30 Nos. under SOPD Grant No.79. Model-B in various Districts of BTC, Assam. TN_92_01
2026_BTC_50036_1
No.29/ACE/PWD/BTC/2025-26/05
Open Tender
Civil Works - Building
180 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹8,000
₹7.9 L
Yes
27 Feb 2026
7 Jan 2026
20 Jan 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
7 Jan 2026 - 19 Jan 2026
CIVIL WORK OF WATER TANK STAGE 2.8 Earth work in excavation by mechanical means(Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.1 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12 mm cement plaster
10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
WATER SUPPLY WORK 18.48 Providing and placing on terrace (at all floorlevels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 18.7.6 50 mm nominal dia Pipes metre 927.00
18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.3 25 mm nominal outer dia Pipes
SOLAR ENERGY WATER PUMPING SYSTEM Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. i) 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
Installation, Testing & Commissioning of DTW Rotary Drill/Reverse Rotary Drill: Providing installation and commissioning of 150 mm dia deep tubewell by Rotary Rig within the jurisdiction of different phe divisions including preparation of site for placing of drilling rig, transportation of rig and ancillary equipments and drilling the DTW including extraction of drill pipes etc, lowering fitting fixing 150mm diameter UPVC pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc., supplying necessary jointing materials, developing the DTW with air compressor MakeKirloskar / Cumins for a period of 24 hours and supplying and packing pea gravel of size 1/8" to 3/8" around the periphery of casing including screening washing etc. all complete to the satisfaction of the deptt.
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