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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹7.9 LAccepted-AOC | ₹7.9 L | H3 | Accepted-AOC AOC |
| 2 | H1₹9.7 LRejected-Finance | ₹9.7 L | H1 | Rejected-Finance Highest |
| 3 | H2₹8.4 LRejected-Finance | ₹8.4 L | H2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | KISHORI LAL SHARMA H1 | BESAR DASS H2 | M/S Verma Construction H3 |
|---|---|---|---|---|---|---|
| 2.00Description | ||||||
| 3.00 | Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work. | 24.14 | Cum. | 300 ₹7,242 | 400 ₹9,656 | 200 ₹4,828 Lowest |
| 4.00Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- | ||||||
| 5.00 | Foundation and Plinth. | 6.44 | Cum. | 5,000 ₹32,200 Lowest | 6,000 ₹38,640 | 6,400 ₹41,216 |
| 6.00Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | ||||||
| 7.00 | i) Foundation and Plinth. | 5.02 | Cum. | 6,000 ₹30,120 Lowest | 10,560 ₹53,011.2 | 7,600 ₹38,152 |
| 8.00 | ii) Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 6.39 | Cum. | 6,000 ₹38,340 Lowest | 8,000 ₹51,120 | 7,600 ₹48,564 |
| 9.00Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in : | ||||||
| 10.00 | i) Flat surfaces such as soffits and suspended floors, roofs , landing and the like:- | 23.77 | Sqm | 300 ₹7,131 | 400 ₹9,508 | 200 ₹4,754 Lowest |
| 11.00 | ii) Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like . | 390.69 | Sqm | 300 ₹1,17,207 | 300 ₹1,17,207 | 150 ₹58,603.5 Lowest |
Tender Value
₹12.8 L
EMD Value
₹26,000
Closing Date
18 Feb 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
Sub Head C.O Storage tank Channel
2026_HPIPH_127866_1
SNN-SML-003-740-Tdr-25-15-21 dt 5.2.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Suni
₹26,000
11 Jun 2026
7 Feb 2026
18 Feb 2026
7 Feb 2026
18 Feb 2026
7 Feb 2026
7 Feb 2026 - 18 Feb 2026
Description
Excavation in foundations, trenches etc. in earth work, lift up to 1.50 mtrs. stacking the excavated soil not more than 3 mtrs. clear from the as of excavation and then returning the excavated soil in 15 cm. layers when required into plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.- P-J Work.
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:-
Foundation and Plinth.
Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
i) Foundation and Plinth.
ii) Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in :
i) Flat surfaces such as soffits and suspended floors, roofs , landing and the like:-
ii) Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like .
Providing and laying cement concrete 1:2:4 work (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilever up to floor two levels.
Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level.
White washing with lime on undecorated wall surfaces two coat to give an even shade i/c thoroughly brooming the surface to remove the dirt, dust, mortar and other foreign matter .
Manfacturing MS Manhole Cover 600x450mm with Frame of MS Angle 50x50x6mm and cover of black sheet 2.00mm thick complete with angle frames, flates etc including welding with locking arrangemets(Locks) (excluding Cement Concrete)
Laying and jointing in trenches, GMS Tubes (M. G.), Tube fittings (earth work in trenches to be measured and paid for separately). 65 mm Dia.
Providing & Fixing of Brass Full Way Wheel Valve 65 mm Dia complete with all respect.
Providing smooth finishing in cm 1:3
Steel work weidedin built up section, trusses and framed work i/c cutting,hoisting,fittingin position complete in grating ,framed guards & ladders etc. (V.M 40x40x5mm &H.M 25x25x4mm
Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work
Excavation in drain channel etc. in earth work including dressing of sides and disposed of excavated earth upto lead of 20 mtrs & lift up to 1.5 mtrs disposed to be levelled and neatly dressed pick/ Jumper Work.
Dressing of bed and preparation of sub grade for lining in pick work.
Dressing of sides slope and preparation of sub grade for lining in pick work.
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:-
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