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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | h4₹7.0 LAccepted-AOC | ₹7.0 L | h4 | Accepted-AOC AOC |
| 2 | h1₹8.0 LRejected-Finance | ₹8.0 L | h1 | Rejected-Finance Highest |
| 3 | H2₹7.4 LRejected-Finance | ₹7.4 L | H2 | Rejected-Finance Highest |
| 4 | H3₹7.3 LRejected-Finance | ₹7.3 L | H3 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | Lokesh Kumar H1 | gulshan kumar H2 | Sanjay H3 | Bharat Singh Verma H4 |
|---|---|---|---|---|---|---|---|
| 2.00Description | |||||||
| 3.00 | Excavation in foundation 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 layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs. | 4.8 | Cum | 600 ₹2,880 | 250 ₹1,200 | 220 ₹1,056 Lowest | 400 ₹1,920 |
| 4.00 | For Pipeline | 495 | Cum | 400 ₹1,98,000 | 250 ₹1,23,750 | 225 ₹1,11,375 Lowest | 288 ₹1,42,560 |
| 5.00Providing 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:- | |||||||
| 6.00 | Foundation and Plinth. | 1.2 | Cum | 9,000 ₹10,800 | 8,500 ₹10,200 | 6,200 ₹7,440 | 6,000 ₹7,200 Lowest |
| 7.00Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- | |||||||
| 8.00 | Foundation and Plinth. | 0.77 | Cum | 9,000 ₹6,930 | 10,000 ₹7,700 | 7,500 ₹5,775 Lowest | 10,000 ₹7,700 |
| 9.00 | 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. | 2.02 | Cum | 9,000 ₹18,180 | 9,000 ₹18,180 | 7,500 ₹15,150 Lowest | 11,000 ₹22,220 |
| 10.00Providing 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 : | |||||||
| 11.00 | Flat surfaces such as soffits and suspended floors, roofs , landing and the like:- | 3.92 | Sqm | 600 ₹2,352 | 700 ₹2,744 | 220 ₹862.4 Lowest | 400 ₹1,568 |
Tender Value
₹10.3 L
EMD Value
₹20,000
Closing Date
18 Mar 2026, 11:00 amClosed
EE JAl Shakti Shimla Rural Division at Sunni
EE JAl Shakti Shimla Rural Division at Sunni
CO RCC Intake Chambers, Providing, Laying Jointing of GI pipeline of various . Under PDNA
2026_HPIPH_130678_1
SNN-SML-003-740-Tdr-26 38-44dt6.3.26
Open Tender
Civil Works - Water Works
Item Rate
90 days
EE Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Suni
₹20,000
19 Jun 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
7 Mar 2026 - 18 Mar 2026
Description
Excavation in foundation 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 layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.
For Pipeline
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 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
Foundation and Plinth.
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 :
Flat surfaces such as soffits and suspended floors, roofs , landing and the like:-
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.
Laying and Jointing in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). (Scour Pipe)
15 mm Dia.
20 mm Dia
32 mm Dia
40 mm Dia
Providing and fixing Full way wheel valve/GM Gate valve (with hand wheel) as per IS:780 class upto 300 mm (Including brass spindle ans as per IS:2906 class II for diameter more than 300 mm complete with bolts,nuts,rubber insertion etc.(The tail pieces if required shall be meassured and paid for seperartely)
15 mm Dia.
20 mm Dia
25 mm Dia
32 mm Dia
40 mm Dia
Providing smooth finishing in cm 1:2
Providing and fixing GI Union as per ISI Specifications No 1879-1987 (with latest ammendments ) of various dia complete within all leads and lifts as per the direction to the entire satisfaction of the Engineer-in-charge.
15 mm Dia.
20 mm Dia
25 mm Dia
32 mm Dia
40 mm Dia
Providing & fixing G.I. Socket of different dia diameter duly ISI marked complete within all leads and lifts as per the direction of the Enginee-in-charge.
15 mm Dia.
20 mm Dia
25 mm Dia
32 mm Dia
40 mm Dia
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