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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | ₹5.4 L | L1 | Accepted-AOC being L1 |
| 2 | L2₹5.5 L+₹4,319 (0.80%)Rejected-Finance HIMACHAL PRADESH HP | ₹5.5 L+₹4,319 (0.80%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹5.6 L+₹14,602 (2.69%)Rejected-Finance | ₹5.6 L+₹14,602 (2.69%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹5.8 L+₹39,399 (7.27%)Rejected-Finance HOUSE NO 136 RAURA SECTOR II BILASPUR DISTT BILASPUR H P 174001 | BILASPUR | HIMACHAL PRADESH | 174001 | ₹5.8 L+₹39,399 (7.27%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹5.9 L+₹52,017 (9.60%)Rejected-Finance R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹5.9 L+₹52,017 (9.60%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | Shesh Raj Cont L6 | Rakesh Kumar L1 | Ram Lal L5 | AJAY KUMAR L2 | ABDUL RAHMAN L3 | Gaurav Singh L4 | Tilak Raj L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Excavation in foundation and trenches etc. up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering , stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge. | ||||||||||
| 1.01 | Pick Jumper Work | 53.59 | Cum | 250 ₹13,397.5 | 150 ₹8,038.5 Lowest | 380 ₹20,364.2 | 190 ₹10,182.1 | 300 ₹16,077 | 350 ₹18,756.5 | 250 ₹13,397.5 |
| 2.00 | Providing and laying cement concrete 1:5:10 ( 1 cement:5 sand:10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in retaining wall/breast wall to the entire satisfaction of Engineer in charge. | 2.27 | Cum. | 4,303 ₹9,767.81 | 4,500 ₹10,215 | 5,000 ₹11,350 | 3,500 ₹7,945 Lowest | 4,950 ₹11,236.5 | 4,900 ₹11,123 | 5,600 ₹12,712 |
| 3.00Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring 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 & plain concrete work in all leads and lifts in:- | ||||||||||
| 3.01 | Vertical surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness | 125.48 | Sqm | 200 ₹25,096 | 200 ₹25,096 | 335 ₹42,035.8 | 175 ₹21,959 Lowest | 245 ₹30,742.6 | 250 ₹31,370 | 390 ₹48,937.2 |
| 4.00 | Providing and laying concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth | 47.7 | Cum | 5,500 ₹2,62,350 | 5,100 ₹2,43,270 | 5,370 ₹2,56,149 | 4,975 ₹2,37,307.5 Lowest | 6,090 ₹2,90,493 | 5,700 ₹2,71,890 | 7,600 ₹3,62,520 |
| 5.00 | Providing mild/tor steel reinforcement for RCC work including cutting, bending, binding including cost of binding wire and placing in position complete upto floor two level in all leads and lifts. | 715.5 | Kg | 91 ₹65,110.5 | 80 ₹57,240 | 85 ₹60,817.5 | 75 ₹53,662.5 Lowest | 91 ₹65,110.5 | 95 ₹67,972.5 | 82 ₹58,671 |
| 6.00 | Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) | 50.78 | Cum | 1,591 ₹80,790.98 | 1,500 ₹76,170 | 1,395 ₹70,838.1 | 2,000 ₹1,01,560 | 1,590 ₹80,740.2 | 1,500 ₹76,170 | 1,100 ₹55,858 Lowest |
| 7.00 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I wire 5mm thick corresponding to SWG-6. (15 x15) cm mesh. | 243.75 | Sqm | 388 ₹94,575 | 400 ₹97,500 | 395 ₹96,281.25 | 350 ₹85,312.5 | 195 ₹47,531.25 Lowest | 375 ₹91,406.25 | 311 ₹75,806.25 |
| 8.00 | Hiring of earth cutting/excavating machinery poclain 210 of 1.5 cubic metre bucket capacity @ 60cubic metre per hour loading capacity for earth cutting/excavation /filling/removal of slips/boulders and clearance of blocked side drain transportation etc. Any repair/breakage during operation will be carried out by the Contractor /owner at his own risk. Shifting of machinery from one place to otherplace will be absolute responsibility of the contractor and no payment will be made for the same. Only actual working hours will be accounted for the payment. complete to the entire satisfaction of Engineer-in-charge. | 9.8 | Hour | 4,991 ₹48,911.8 | 2,500 ₹24,500 | 3,695 ₹36,211 | 2,900 ₹28,420 | 1,500 ₹14,700 | 1,300 ₹12,740 | 1,100 ₹10,780 Lowest |
Tender Value
Refer Docs
EMD Value
₹14,000
Closing Date
4 Jul 2026, 11:00 amClosed
EE JSV Division Jhandutta
EE JSV Division Jhandutta
Restoration of rain damages of LWSS KujailTungri in Tehsil Jhandutta District Bilaspur HP Sh Construction of Retaining wall, and RCC block near inspection chamber of infiltration gallery on left bank of Seer Khad near Tungri under PDNA
2026_HPIPH_137563_1
JSDJ-2845-2944 dt. 25.6.2026
Open Tender
Civil Works
Item Rate
90 days
Jhandutta
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹14,000
12 Aug 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
25 Jun 2026 - 4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation and trenches etc. up to all depths and in all kinds of soils such as pick work, pick jumper work, saturated soil, in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring, strutting, planking timbering , stacking usable and unusable materials/ soils separately and after laying, jointing and testing of pipes, returning the usable soils in 15 cm layers by ramming and watering and then disposing of all surplus excavated soil / unusable materials as directed within all leads and lifts complete in all respects within all leads and lifts as per the direction of the Engineer-in-charge. | |||||
| 1.01 | Pick Jumper Work | 53.59 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:5:10 ( 1 cement:5 sand:10 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in retaining wall/breast wall to the entire satisfaction of Engineer in charge. | 2.27 | Cum. | - | - |
| 3Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring 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 & plain concrete work in all leads and lifts in:- | |||||
| 3.01 | Vertical surfaces such as soffits and suspended floors roofs landing and like floors etc. up to 200 mm in thickness | 125.48 | Sqm | - | - |
| 4 | Providing and laying concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth | 47.7 | Cum | - | - |
| 5 | Providing mild/tor steel reinforcement for RCC work including cutting, bending, binding including cost of binding wire and placing in position complete upto floor two level in all leads and lifts. | 715.5 | Kg | - | - |
| 6 | Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) | 50.78 | Cum | - | - |
| 7 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) G.I wire 5mm thick corresponding to SWG-6. (15 x15) cm mesh. | 243.75 | Sqm | - | - |
| 8 | Hiring of earth cutting/excavating machinery poclain 210 of 1.5 cubic metre bucket capacity @ 60cubic metre per hour loading capacity for earth cutting/excavation /filling/removal of slips/boulders and clearance of blocked side drain transportation etc. Any repair/breakage during operation will be carried out by the Contractor /owner at his own risk. Shifting of machinery from one place to otherplace will be absolute responsibility of the contractor and no payment will be made for the same. Only actual working hours will be accounted for the payment. complete to the entire satisfaction of Engineer-in-charge. | 9.8 | Hour | - | - |
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