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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.5 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹34.8 L+₹1.4 L (4.13%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹35.9 L+₹2.4 L (7.22%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Fulll Fill the eligibility criteria |
| Sl No | Description | Qty | Unit | Gourav Ratra L1 | Nisha Thakur L2 | Anu Devi L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. | 50.17 | Cum | 600 ₹30,102 Lowest | 650 ₹32,610.5 | 680 ₹34,115.6 |
| 2.00 | Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. | 4.32 | Cum | 27,050 ₹1,16,856 Lowest | 27,600 ₹1,19,232 | 28,000 ₹1,20,960 |
| 3.00 | Providing and laying cement concrete 1:3:6 (1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 8.9 | Cum | 19,300 ₹1,71,770 Lowest | 19,800 ₹1,76,220 | 20,200 ₹1,79,780 |
| 4.00 | Providing and laying cement concrete 1:2:4 (1: cement :2 sand :4 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. | 4.32 | Cum | 33,000 ₹1,42,560 Lowest | 33,700 ₹1,45,584 | 34,500 ₹1,49,040 |
| 5.00Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | ||||||
| 5.10 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. | 30.5 | Cum | 41,500 ₹12,65,750 Lowest | 42,400 ₹12,93,200 | 43,000 ₹13,11,500 |
| 5.20 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 9.55 | Cum | 19,300 ₹1,84,315 Lowest | 19,800 ₹1,89,090 | 20,100 ₹1,91,955 |
| 6.00 | Squared rubble masonary coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (1: cement :4 sand) with in all leads and lifts as per direction of the Engineer-in-charge. | 15.12 | Cum | 19,600 ₹2,96,352 Lowest | 19,900 ₹3,00,888 | 20,500 ₹3,09,960 |
| 7.00Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and rainforcement for reaiforce concrete work:- | ||||||
| 7.10 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 0.45 | Cum | 33,600 ₹15,120 Lowest | 34,300 ₹15,435 | 34,700 ₹15,615 |
Tender Value
Refer Docs
EMD Value
₹60,247
Closing Date
11 Feb 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Chamba
Executive Engineer Jal Shakti Division Chamba
C/o 3 Nos intake, C/o 1 No storage tank 40000 lit. cap., C/o 36 Nos Anchor block and Butt welding jointing of 100mm dia G.I pipe at various RD
2026_HPIPH_127243_1
JSV-CBA-10112-62 dated 02.02.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Chamba
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
Executive Engineer Jal Shakti Division Chamba
₹60,247
27 Feb 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.
Providing and laying cement concrete 1:3:6 (1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:2:4 (1: cement :2 sand :4 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.
Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.
Squared rubble masonary coursed with hard stone of approved quality in foundation and plinth including racking out joints in cement mortar 1:4 (1: cement :4 sand) with in all leads and lifts as per direction of the Engineer-in-charge.
Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and rainforcement for reaiforce concrete work:-
Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.
Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.
Providing form work with steel plates 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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-
Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
Edge of slab brakes in floors and walls under 20mm wide including all leads and lifts as per direction of the Engineer-in-charge.
Providing and Placing of mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.
15 mm thick cement plaster in Single coat rough sides of bricks/ stone masonary for interior plastering up to floor two level including arrises internal rounded angles chamfers and/or including arrises rounded angles not exceeding 80mm in girth and finished even and smooth in cement morta 1:4 (1cement:4sand) with in all leads & lifts as per the direction of Engineer-in-Charge
Steel work welded in built-up section,trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guard bar, ladders, railing, brackets and similars work with in all leads and lifts as per the direction of Engineer-in Charge.
Providing/Placing in Horizental Layers Filtering Media Duly Graded, Screened, Washed & Cleaned as specified by Engineer-in-Charge.
Top layer Fine sand (3.00 to 6.00mm)
Second Layer : Coarse and 6mm-20mm
Laying,Jointing and fixing of GI Pipe of following diametre in Inlet,Outlet and Scour pipe with in all leads and lifts as per the direction of Engineer-in-Charge.
Inlet and outlet pipe 80mm Dia Nominal bore ( for Intake)
Inlet and outlet pipe 25 mm Dia Nominal bore (for Storage Tank)
For Scour pipe 50 mm Dia Nominal bore(for Storage Tank)
Providing and fixing brass full way wheel valve of ISI marked of following dia Complete with in all leads and lifts as per direction of the Engineer-in-charge.
25mm dia Nominal bore
50mm dia Nominal bore
Providing and fixing steel fiber reinforcement cement concrete (SFRC) man hole cover (Medium duty) and frame conforming to IS 12592 (Part-I) 1988 with latest ammendsments internal dia 560mm(Medium Duty) with in all leads and lifts as per direction of the Engineer-in-charge.
Providing , Circumferential butt welded joints by arc welding to GMS pipe, welded in three layers of weld sems so as to achieve the minimun effective theval thickness of weld conforming to IS 816 -1969 specifications by using welding electrode of 2.5 mm to 6.30 mm of advani oerlikon ( Adoreic 1 to JET /ET/ EIAB make conferming to IS 814-1991 including die pentration test at site, Welding rod , welding Screen , cutter machine , Genrotar including all carriage of vehicale of work complete in all respect including mannual/ mechanical cheselling of pipes in all leads and lifts to the entire satisfication of Engineer -in-charge
100mm dia Nominal bore
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