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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.0 LAccepted-Finance VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹7.0 L | L-1 | Accepted-Finance Lowest-1 |
| 2 | L-2₹7.2 LRejected-Finance | ₹7.2 L | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹7.6 LRejected-Finance C O GAURAV CHAUDHARY S O SH MAN SINGH R O V P O RATTI TEH BALH DISTT MANDI H P 175008 | RATTI | MANDI | HIMACHAL PRADESH | 175008 | ₹7.6 L | L-3 | Rejected-Finance Lowest-3 |
| Sl No | Description | Qty | Unit | Dev Bala Kameshwar Infra Pvt. Ltd. L3 | Basant Lal L2 | KUSHAL SINGH RAGHAV L1 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick-jumper work complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 18 | Cum | 260 ₹4,680 | 320 ₹5,760 | 295 ₹5,310 |
| 2.00 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work, saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. | 183.45 | Cum | 335 ₹61,455.75 | 400 ₹73,380 | 355 ₹65,124.75 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring shuttering, strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced concrete and plain concrete work in:- | ||||||
| 3.01 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge. | 38.55 | Sqm | 265 ₹10,215.75 | 350 ₹13,492.50 | 225 ₹8,673.75 |
| 4.00Providing and laying in retaining wall and breast wall 1.0 Kgf/cm2 working pressure unplasticized PVC Pipes (Confirming to IS: 4985-1968) to make weep holes complete including making good the walls complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | ||||||
| 4.01 | 100 mm nominal bore | 39 | Nos. | 135 ₹5,265 | 300 ₹11,700 | 295 ₹11,505 |
| 5.00 | Providing and laying cement concrete 1:4:8 ( 1cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering & shuttering in foundation and plinth complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 38.84 | Cum | 6,100 ₹2.4 L | 7,700 ₹3.0 L | 6,995 ₹2.7 L |
| 6.00Repair of existing distribution network of various dia HDPE pipe material grade PE-80, class PN- 4, 6, 8 Kg/cm2 including pipe ends, MS flange table-5 with nut, bolts & gasket butt fusion joint with HDPE welding machine etc as per requirement of all accessories complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge. | ||||||
| 6.01 | 90 mm dia existing line | 4 | Nos. | 1,550 ₹6,200 | 2,000 ₹8,000 | 1,995 ₹7,980 |
| 6.02 | 110 mm dia existing line | 10 | Nos. | 2,300 ₹23,000 | 2,060 ₹20,600 | 2,095 ₹20,950 |
Tender Value
₹8.3 L
EMD Value
₹16,600
Closing Date
12 Jan 2026, 10:00 amClosed
Executive Engineer
JSD Baggi
CO Retaining wall to protect the MCS 450 mm dia of Phase-II at RD 1120, Repair of existing HDPE pipe network in various schemes under BVMIP LB Sundernagar and leveling of trench of MCS Phase-II eroded due to heavy run off flood. PDNA No. 5483
2026_HPIPH_124944_1
25040-89 Dated 01-01-2026
Open Tender
Civil Works
90 days
Baggi
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹16,600
22 Mar 2026
3 Jan 2026
12 Jan 2026
4 Jan 2026
12 Jan 2026
4 Jan 2026
4 Jan 2026 - 12 Jan 2026
Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs in Pick-jumper work complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work, saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths, side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring shuttering, strutting and propping etc.with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced concrete and plain concrete work in:-
Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying in retaining wall and breast wall 1.0 Kgf/cm2 working pressure unplasticized PVC Pipes (Confirming to IS: 4985-1968) to make weep holes complete including making good the walls complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
100 mm nominal bore
Providing and laying cement concrete 1:4:8 ( 1cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering & shuttering in foundation and plinth complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
Repair of existing distribution network of various dia HDPE pipe material grade PE-80, class PN- 4, 6, 8 Kg/cm2 including pipe ends, MS flange table-5 with nut, bolts & gasket butt fusion joint with HDPE welding machine etc as per requirement of all accessories complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.
90 mm dia existing line
110 mm dia existing line
125 mm dia existing line
140 mm dia existing line
160 mm dia existing line
180 mm dia existing line
200 mm dia existing line
Repair of existing distribution network of various dia HDPE pipe class PE-80 with butt fusion joint as per requirement of all accessories complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.
90 mm dia existing line
110 mm dia existing line
125 mm dia existing line
140 mm dia existing line
160 mm dia existing line
180 mm dia existing line
200 mm dia existing line
Providing, laying, jointing, testing and carriage of HDPE pipes of various dia in trenches to required grades as per (IS: 4984-1995) PE-80, PN-4 Kg/Cm2 latest with upto date ammendments of following OD pipes, material grade and class of pipes including all fittings like end caps, collars & cut pieces etc. complete in all respect. The jointing of pipes should be done by way of butt fusion welding as per relevant IS Code and specifications complete job in all respect in all leads & lifts as per the directions and satisfaction of Engineer-in-Charge.
90 mm dia, PE-80, PN-4 Kg/Cm2
110 mm dia, PE-80, PN-4 Kg/Cm2
125 mm dia, PE-80, PN-4 Kg/Cm2
140 mm dia, PE-80, PN-4 Kg/Cm2
160 mm dia, PE-80, PN-4 Kg/Cm2
180 mm dia, PE-80, PN-4 Kg/Cm2
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. In layers not exceeding 20 Cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m complete job as per direction & best satisfaction of the Engineer-in-Charge.
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