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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC | ₹10.3 L Quoted ₹10.4 L | L1 | Accepted-AOC Accepted as bidder found L1 |
| 2 | L2₹10.5 LRejected-AOC | ₹10.5 L | L2 | Rejected-AOC Rejected as bidder found L2 |
| 3 | L3₹10.6 LRejected-AOC VILL ODDI P O KIAR TEHSIL THEOG DISTT SHIMLA H P | ₹10.6 L | L3 | Rejected-AOC Rejected as bidder found L3 |
| Sl No | Description | Qty | Unit | Sandeep Verma L3 | Sunil Khachi L2 | B K Contractor L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers, when required into plinths sides of foundation etc., consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer-in-charge. | 158.54 | Cum | 435 ₹68,964.90 | 500 ₹79,270 | 439 ₹69,599.06 |
| 2.00 | Providing & laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. | 7.63 | Cum | 11,700 ₹89,271 | 9,000 ₹68,670 | 9,999 ₹76,292.37 |
| 3.00Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- | ||||||
| 3.01 | Foundation, footing, bases of columns and the like & mass concrete. | 10.18 | Cum | 12,700 ₹1.3 L | 12,700 ₹1.3 L | 11,899 ₹1.2 L |
| 3.02 | Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters, buttresses plinth,& string courses etc.from top of found level upto floor two level | 16.28 | Cum | 12,900 ₹2.1 L | 13,050 ₹2.1 L | 11,999 ₹2.0 L |
| 4.00Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm,so as to give a fair finish i/c centring shuttering, strutting & propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- | ||||||
| 4.01 | Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like. | 144.2 | Sqm | 399 ₹57,535.80 | 500 ₹72,100 | 299 ₹43,115.80 |
| 4.02 | Arches beyond 6.00 mts.span | 45.87 | Sqm | 2,950 ₹1.4 L | 1,200 ₹55,044 | 2,599 ₹1.2 L |
| 5.00 | Prov. in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement:3 sand) | 135.72 | Sqm | 50 ₹6,786 | 280 ₹38,001.60 | 169 ₹22,936.68 |
| 6.00Providing & laying cement concrete 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :- | ||||||
Tender Value
₹12.6 L
EMD Value
₹25,200
Closing Date
21 Oct 2025, 11:00 amClosed
Executive Engineer Jal Shakti Division Matiana
O/o Executive Engineer Jal Shakti Division Matiana
C O One Lakh Liter Water Storage Tank at Civil Hospital Theog Tehsil Theog Distt Shimla HP Deposited Work
2025_HPIPH_117401_1
JS-DM-CB-Tender-2025-5434-83-1
Open Tender
Civil Works
60 days
Theog
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹25,200
15 Mar 2026
10 Oct 2025
21 Oct 2025
10 Oct 2025
21 Oct 2025
10 Oct 2025
Amount
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers, when required into plinths sides of foundation etc., consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer-in-charge.
Providing & laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.
Providing & laying cement concrete1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-
Foundation, footing, bases of columns and the like & mass concrete.
Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters, buttresses plinth,& string courses etc.from top of found level upto floor two level
Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm,so as to give a fair finish i/c centring shuttering, strutting & propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-
Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.
Arches beyond 6.00 mts.span
Prov. in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement:3 sand)
Providing & laying cement concrete 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :-
Suspended floor, roofs, landing & shelves & their support balconies, beams, girders,bre ssumers & cantilever upto floor level
Arches upto floor two level.
Providing Tor steel reinforcement for RCC work i/c bending, binding & placing complete upto floor two level.
Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coat of red paint :- In grating, framed, guards, bars, ladders, railing, brackets & similar works.
Providing & laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separatly)
100 mm dia (L)
Providing & fixing CI Sluice valve (with hand wheel) as per IS: 780-1984 class-I upto 300 mm dia. (i/c brass spindle & as per 2906-1984 class-II for dia. > 300 mm) complete with bolts nuts, rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)
100 mm dia
Prov. & fixing Man hole cover with frame having frames size of 500 mm internal dia. (Medium duty). The weight of cover & frame should not be less than 58 kg
Sunil Khachi (BID ID -572350)
Sandeep Verma (BID ID -572201)
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