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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.3 LAccepted-Finance V P O NALPUR P O KHARKHODA DISTT MEERUTH UP | MEERUT | UTTAR PRADESH | 245206 | L1 | Accepted-Finance L1 | |
| 2 | L2₹45.5 L+₹21,811.14 (0.48%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹47.4 L+₹2.2 L (4.79%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | Rejected-Technical VPO KALOOR TEHSIL NADAUN DISTT HAMIRPUR HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | - | Rejected-Technical Not eligible as per NIT Conditions | |
| 5 | Rejected-Technical R O VILL KHANAR P O MUNDU TEH THEOG DISTT SHIMLA 171226 | SHIMLA | HIMACHAL PRADESH | 171226 | - | Rejected-Technical Not eligible as per NIT Conditions |
| Sl No | Description | Qty | Unit | Himanshu Dewan L3 | TASHI INFRASTRUCTURE L2 | Sh. Dinesh Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard/soft rocks, chiseling/wedging out of hard/soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil/materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer-in-Charge. | 97 | Cum | 775 ₹75,175 | 760 ₹73,720 Lowest | 795 ₹77,115 |
| 2.00 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand 6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth: | 10.91 | Cum | 9,530 ₹1,03,972.3 | 9,410 ₹1,02,663.1 Lowest | 9,450 ₹1,03,099.5 |
| 3.00 | Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work | - | - | - | - | - |
| 3.01 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 11.74 | Cum | 10,830 ₹1,27,144.2 | 10,510 ₹1,23,387.4 Lowest | 10,550 ₹1,23,857 |
| 3.02 | Wall (any thickness but not less than 0.10 mts, thickness) attached pillasters, buttresses plinth, and string courses etc from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 33.47 | Cum | 11,320 ₹3,78,880.4 | 11,110 ₹3,71,851.7 | 11,100 ₹3,71,517 Lowest |
| 4.00 | Providing & laying cement concretc using M-25 (Design Mix) but not less than 1:2:4 (1 cement: 2 sand: 4graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. | 6.77 | Cum | 10,530 ₹71,288.1 | 10,410 ₹70,475.7 Lowest | 10,500 ₹71,085 |
| 5.00 | Providing form work with steel platos 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and contering below supporting floor to celling not excceding 4meters and removal of the same for in-situ reinforced concrete and plain. | - | - | - | - | - |
| 5.01 | Flat surface such as coffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness. | 38.72 | Sqmt | 645 ₹24,974.4 | 620 ₹24,006.4 Lowest | 645 ₹24,974.4 |
| 5.02 | Verticle surface such as walls (any thickness) partitions and the like including attached pillars buttresses, plinth & string courses and the like. | 293.04 | Sqmt | 445 ₹1,30,402.8 | 435 ₹1,27,472.4 Lowest | 460 ₹1,34,798.4 |
| 5.03 | Edges in Slabs. | 28.52 | Rmt | 155 ₹4,420.6 | 145 ₹4,135.4 Lowest | 150 ₹4,278 |
Tender Value
₹45.2 L
EMD Value
₹90,450
Closing Date
5 Mar 2026, 3:00 pmClosed
EE JSV Division Jagatkhana
EE JSV Division Jagatkhana
Providing Fecal Sludge and Septage Management Facility (FSSM) (Co Treatment) to Shri Naina Devi Ji and Adjoining area in Tehsil Shri Naina Devi Ji Distt. Bilaspur H.P.
2026_HPIPH_129737_1
NIT 15390-15489 Dt 25.02.2026
Open Tender
Civil Works - Others
Item Rate
180 days
Shri Naina Devi Ji
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Yes
₹90,450
Yes
12 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard/soft rocks, chiseling/wedging out of hard/soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil/materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer-in-Charge.
Providing and laying cement concrete 1:3:6 (1 cement:3 sand 6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth:
Providing and laying cement concrete 1:1.5:3 (1cement: 1.5 sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work
Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
Wall (any thickness but not less than 0.10 mts, thickness) attached pillasters, buttresses plinth, and string courses etc from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing & laying cement concretc using M-25 (Design Mix) but not less than 1:2:4 (1 cement: 2 sand: 4graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in:- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.
Providing form work with steel platos 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and contering below supporting floor to celling not excceding 4meters and removal of the same for in-situ reinforced concrete and plain.
Flat surface such as coffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness.
Verticle surface such as walls (any thickness) partitions and the like including attached pillars buttresses, plinth & string courses and the like.
Edges in Slabs.
White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter.
Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing Laying jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respects as per IS 8329-2900 class K7 diamensions weight and test pressuers in all respect and as per latest ammendments or adition
Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition.
Providing and fixing all socket DI Tee/ Cross as per IS 8329 or letest additional amendments including carriage of material within all leads lifts complete in all respect.
Providing and fixing Cast Iron Sluice valve (IS 14846:2000) latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition.
Boulder filling dry hand packed tightly under floor.
Second Class Bricks: Brick work using common burnt clay building bricks in foundationand plinth in Cement Mortar 1:4 (1 cement: 4 sand)
20mm cement plaster in single coat on rough side of brick/stone masonry for interiorplastering upto floor two level including arrises, internalrounded angles, chamfers and/orrounded angles not exceeding 80mm in girth and finished even and smooth. CementMortar 1:4 (1 cement: 4 sand).
Area for covering Passive Solid Liquid Separation Units up to Drying Extent along withMoisture Dispersion Arrangements.
Sluice Valves and NRVs, Bends, 100mm, 150 mm, 200mm, Kirloskar, KSB make complete in all respect within all leads and lifts and as per direction of Engineer-in-Charge.
Dewatering Machine Item Name:Supply, Installation, Testing and Commissioning of Sludge Dewatering Machine (Screw Press) Detailed Description: Supply, installation, testing and commissioning of fully automatic sludge dewatering unit suitable for dewatering of digested/biological studge having 10-15% solids concentration, including all mechanical, electrical and instrumentation accessories. The system shall comprise: *Dewatering unit (screw press), *Sludge feed pump with suitable capacity, *Polymer dosing and preparation unit, *Control panel with PLC and necessary instrumentation, *Interconnecting piping and cabling, *Foundation bolts, supports and mounting frame, *Complete as per approved technical specifications and drawings, *Including all taxes, duties, transportation, erection, and commissioning charges. Technical Parameters (illustrative): *Type: Screw Press *Capacity: 3 m³/hr (as per design) *Material of Construction: SS304/SS316 (as applicable) *Power Supply: 415V, 3 Phase, 50 Hz *Drive Motor: IE3 efficiency *Polymer Dosing System: Fully automatic with flow control *Control: PLC-based automation with local and remote operation or letest additional amendments including carriage of material within all leads lifts complete in all respect and as per direction of Engineer-in-Charge.
Control Panel, L&T Components make complete in all respect within all leads and lifts and as per direction of Engineer-in-Charge.
Cable, RR/Havells/L&T make complete in all respect within all leads and lifts and as per direction of Engineer-in-Charge.
Installation, Testing & Commissioning compete in all respect within all leads and lifts and as per direction of Engineer-in-Charge.
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