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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.9 L+₹39,122.50 (15.6%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.2 L+₹72,100 (28.8%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | kishan bhadur L2 | Tenzin Lama L3 | Amar Nath L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20m in pick jumper work. (Pick work 100%) | 65.16 | Cum | 530 ₹34,534.8 | 580 ₹37,792.8 | 480 ₹31,276.8 Lowest |
| 2.00 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level as per the direction of Engineer-in-charge. | 0.44 | Cum. | 11,050 ₹4,862 | 11,100 ₹4,884 | 11,000 ₹4,840 Lowest |
| 3.00Providing and laying in position reinforced cement concrete 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering and reinforcement in:- | ||||||
| 3.01 | All work up to plinth level as per the direction of Engineer-in-charge. | 0.66 | Cum. | 14,050 ₹9,273 | 14,100 ₹9,306 | 14,000 ₹9,240 Lowest |
| 3.02 | walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level as per the direction of Engineer-in-charge. | 1.49 | Cum. | 14,550 ₹21,679.5 | 14,600 ₹21,754 | 14,500 ₹21,605 Lowest |
| 3.03 | beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level as per the direction of Engineer-in-charge. | 0.29 | Cum. | 15,550 ₹4,509.5 | 15,600 ₹4,524 | 15,000 ₹4,350 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for all heights : | ||||||
| 4.01 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete as per direction and to the entire satiafaction of the Engineer-in- charge. | 19.8 | Sqmt. | 900 ₹17,820 | 950 ₹18,810 | 850 ₹16,830 Lowest |
| 4.02 | Suspended floors, roofs, landings, balconies and access platform, Shelves (Cast in situ) complete as per direction and to the entire satiafaction of the Engineer-in- charge. | 1.98 | Sqmt. | 950 ₹1,881 | 1,000 ₹1,980 | 900 ₹1,782 Lowest |
| 5.00 | Steel reinforcement (Tor Steel) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level as per the direction and to the entire satisfaction of Engineer-in-charge. | 219.6 | Kg | 180 ₹39,528 | 230 ₹50,508 | 130 ₹28,548 Lowest |
Tender Value
₹2.2 L
EMD Value
₹4,470
Closing Date
10 Nov 2025, 9:00 amClosed
Executive Engineer
O/o Jal Shakti Division Keylong Lahaul Spiti HP
C O RCC intake Chamber, C O protection wall with wire crate at head of the spring source and providing laying jointing testing of HDPE pipe 50mm dia SDF/ 2025/22
2025_HPIPH_118855_1
10010-10060 dated 27.10.2025
Open Tender
Civil Works - Water Works
Item Rate
30 days
Udaipur
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
EE Keylong
₹4,470
17 Dec 2025
28 Oct 2025
11 Nov 2025
28 Oct 2025
10 Nov 2025
28 Oct 2025
Amount
Excavation in foundations, trenches etc. in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20m in pick jumper work. (Pick work 100%)
Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level as per the direction of Engineer-in-charge.
Providing and laying in position reinforced cement concrete 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering and reinforcement in:-
All work up to plinth level as per the direction of Engineer-in-charge.
walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level as per the direction of Engineer-in-charge.
beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level as per the direction of Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete as per direction and to the entire satiafaction of the Engineer-in- charge.
Suspended floors, roofs, landings, balconies and access platform, Shelves (Cast in situ) complete as per direction and to the entire satiafaction of the Engineer-in- charge.
Steel reinforcement (Tor Steel) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level as per the direction and to the entire satisfaction of Engineer-in-charge.
Providing and fixing scouring arrangement with outlet pipe of 63 mm dia with High Density Polythene pipes (HDPE) 63mm dia, PN-63, PE-80 conforming to IS:4984-2016 complete as per the direction and to the entire satisfaction of Engineer-in-charge.
Providing and fixing of 2.00mm thick MS Sheet Manhole cover 600X450mm fixed on all sides with ISA 40x25x5mm top angle iron frame hinged on ISA 35x35x5mm bottom angle iron frame as per drawing. Pieces of MS Flat 20x4mm, 0.15m long be fixed on all sides as hold fast. The operation of manufacturing shall including cutting of MS Sheet, Angle Section & welding of MS Sheets, Angle Section, Hinges, Handles 150mm long, 20x4mm flats, locking arrangement and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of the Engineer-in-Charge.
Cutting in earth work in all kind of soil and disposal of excavated earth in all leads and lifts and entire satisfaction of Engineer-In-Charge. (Pick work 100%)
Wire crates made of GI wire filled with boulders with square cut faces against the wire (GI wire to be measured and paid for seperately) in all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge.
Wire crates made of GI wire with hand woven double knot filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I. wire 4 mm thick corresponding to SWG-8 of 15x15 cm mesh with in all leads and lifts. (Through Rate)
Providing, laying, jointing & testing in trenches following grade and working pressure High Density Polythene pipes conforming to IS:4984-2016 complete with fitting such as tees, elbows, adapters with metal inserts, reducers, services saddles required as per site conditions and jointing of pipe & fitting with the help of electro fusion welding machine complete in all respect in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. (Earth work in trenches to be measured and paid for separately) (Through Rate)
HDPE Pipe 50 mm OD PN - 8, PE-80
kishan bhadur (BID ID -579968)
Tenzin Lama (BID ID -579966)
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