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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-Finance | ₹5.8 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹6.0 LRejected-Finance | ₹6.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.1 LRejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹6.1 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | NARESH AUKTA L1 | MR. BALVIR SINGH L2 | Mohit Khimta L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 280.6 | Cum. | 444 ₹1.2 L | 455 ₹1.3 L | 475 ₹1.3 L |
| 2.00 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge. | 2.16 | Cum. | 8,500 ₹18,360 | 8,800 ₹19,008 | 9,300 ₹20,088 |
| 3.00 | Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification. | 21.6 | Cum. | 8,200 ₹1.8 L | 8,500 ₹1.8 L | 8,800 ₹1.9 L |
| 4.00Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. | ||||||
| 4.01 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. | 14.4 | Sqm. | 440 ₹6,336 | 450 ₹6,480 | 422 ₹6,076.80 |
| 5.00 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge. | 5.65 | Qtl. | 12,800 ₹72,320 | 13,000 ₹73,450 | 13,500 ₹76,275 |
| 6.00 | Providing corrugated G.I. sheet roofing fixed with galvanised iron J or L hooks bolts and nuts 8mm dia meter with bitumen and G.I. limpet washer filled with white lead complete excluding the cost of purlins refters and trusses. ( 0.63 mm thick sheet.) with in all leads and lifts as per the direction of the Engineer in charge. | 81 | Sqm. | 1,020 ₹82,620 | 1,100 ₹89,100 | 1,066 ₹86,346 |
| 7.00Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) | ||||||
| 7.01 | 15 mm dia. | 750 | Rmt. | 25 ₹18,750 | 26 ₹19,500 | 24 ₹18,000 |
| 7.02 | 32 mm dia. | 400 | Rmt. | 42 ₹16,800 | 45 ₹18,000 | 43 ₹17,200 |
Tender Value
₹6.3 L
EMD Value
₹13,000
Closing Date
27 Jan 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR of LWSS Jharag in GP Jharag Tehsil Jubbal Distt Shimla HP SH Construction of plum concrete retaining wall roof over storage tank laying jointing and testing of GI pipes and supply and fixing of GI pipe fittings
2026_HPIPH_126036_12
JBL-SML-09-718
Open Tender
Civil Works
90 days
Saraswatinagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹13,000
25 Feb 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge.
Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.
Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge.
Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge.
Providing corrugated G.I. sheet roofing fixed with galvanised iron J or L hooks bolts and nuts 8mm dia meter with bitumen and G.I. limpet washer filled with white lead complete excluding the cost of purlins refters and trusses. ( 0.63 mm thick sheet.) with in all leads and lifts as per the direction of the Engineer in charge.
Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)
15 mm dia.
32 mm dia.
Providing and replacing of G.I union (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
15 mm dia.
20 mm dia.
25 mm dia.
32 mm dia.
40 mm dia.
Providing and replacing of G.I Nipple (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
15 mm dia.
20 mm dia.
25 mm dia.
32 mm dia.
40 mm dia.
Providing and replacing of copper alloy wheel valve (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
15 mm dia.
20 mm dia.
25 mm dia.
32 mm dia.
40 mm dia.
Providing and replacing of reducing sockets (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge.
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