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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC UPPER KANGNA DHAR VERMA COTTAGE BELOW BCS SHIMLA 9 | ₹11.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.3 L+₹42,889.80 (3.60%)Rejected-Finance VERMA COTTAGE BELOW B C S NEW SHIMLA H P | ₹12.3 L+₹42,889.80 (3.60%) | L2 | Rejected-Finance L2 |
| 3 | L3₹13.0 L+₹1.0 L (8.77%)Rejected-Finance | ₹13.0 L+₹1.0 L (8.77%) | L3 | Rejected-Finance L3 |
| 4 | L4₹13.0 L+₹1.1 L (8.84%)Rejected-Finance R O VERMA NIWAS LOWER CEMETERY SANJAULI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹13.0 L+₹1.1 L (8.84%) | L4 | Rejected-Finance L4 |
| 5 | L5₹14.0 L+₹2.1 L (17.6%)Rejected-Finance | ₹14.0 L+₹2.1 L (17.6%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ashok kumar verma L1 | KHAJAN SINGH L7 | MANOHAR LAL VERMA L4 | VINOD VERMA L2 | GOPAL THAKUR GOVT CONTRACTOR L8 | Daksh Vardhan Singh L6 | Devender L3 | VIJAY SHARMA L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock etc., up to all heights stacking the excavated earth not more 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to including all leads and lifts complete in all respect and as per the direction of Engineer-in-charge. | 146.48 | cum | 550 ₹80,564 | 200 ₹29,296 | 120 ₹17,577.6 | 10 ₹1,464.8 Lowest | 450 ₹65,916 | 350 ₹51,268 | 100 ₹14,648 | 1,260 ₹1,84,564.8 |
| 2.00 | Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give finish including centering, shuttering, strutting and propping etc., with wooden ballies and battens height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:- Foundation, footing, basis of columns etc. and mass concrete. Including all leads and lifts complete in all respects and as per direction of Engineer in Charge. | 147.8 | sqm | 100 ₹14,780 | 250 ₹36,950 | 90 ₹13,302 Lowest | 150 ₹22,170 | 450 ₹66,510 | 280 ₹41,384 | 150 ₹22,170 | 382.15 ₹56,481.77 |
| 3.00 | Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) curing complete excluding cost form work in retaining walls/Breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.PWD specification.complete. | 218.14 | cum | 4,800 ₹10,47,072 Lowest | 6,250 ₹13,63,375 | 5,200 ₹11,34,328 | 5,400 ₹11,77,956 | 6,724 ₹14,66,773.36 | 6,000 ₹13,08,840 | 5,600 ₹12,21,584 | 4,808.6 ₹10,48,948 |
| 4.00 | Stone filling behind R/wall/B/wall | 63 | cum | 300 ₹18,900 | 2,200 ₹1,38,600 | 1,500 ₹94,500 | 10 ₹630 Lowest | 2,500 ₹1,57,500 | 1,500 ₹94,500 | 50 ₹3,150 | 873.15 ₹55,008.45 |
| 5.00 | Providing weep hole of 100 mm dia @1 Sqm Each complete as direction of Engineer-in-charge. | 105 | meter | 45 ₹4,725 Lowest | 160 ₹16,800 | 100 ₹10,500 | 100 ₹10,500 | 250 ₹26,250 | 150 ₹15,750 | 200 ₹21,000 | 367.4 ₹38,577 |
| 6.00Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and size in : Cement mortar 1:6 (1 cement : 6 course sand) | |||||||||||
| 6.01 | for long wall of sludge bed | 1.44 | cum | 14,500 ₹20,880 | 7,800 ₹11,232 | 15,000 ₹21,600 | 11,000 ₹15,840 | 7,000 ₹10,080 Lowest | 11,000 ₹15,840 | 7,000 ₹10,080 Lowest | 8,005.95 ₹11,528.57 |
| 7.0015 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 ( 1 cement :3 fine sand) | |||||||||||
| 7.01 | for long wall of sludge bed | 12.5 | sqm | 350 ₹4,375 | 380 ₹4,750 | 380 ₹4,750 | 450 ₹5,625 | 450 ₹5,625 | 350 ₹4,375 | 250 ₹3,125 Lowest | 484.3 ₹6,053.75 |
Tender Value
₹20.0 L
EMD Value
₹40,100
Closing Date
14 Jul 2026, 11:00 amClosed
AGM sewerage division US Club Shimla
AGM office sewerage division US Club Shimla
Restoration of Rain Damages Construction of retaining wall for protection of sludge bed and construction of wall for damaged sludge bed at STP Summerhill
2026_SJPNL_137984_1
SJPNL/sewerage/NIT/917-16
Open Tender
Civil Works
Item Rate
90 days
Shimla
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹40,100
6 Aug 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
3 Jul 2026 - 14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock etc., up to all heights stacking the excavated earth not more 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to including all leads and lifts complete in all respect and as per the direction of Engineer-in-charge. | 146.48 | cum | 506.87 | ₹74,246.32 |
| 2 | Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give finish including centering, shuttering, strutting and propping etc., with wooden ballies and battens height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:- Foundation, footing, basis of columns etc. and mass concrete. Including all leads and lifts complete in all respects and as per direction of Engineer in Charge. | 147.8 | sqm | 506.87 | ₹74,915.39 |
| 3 | Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) curing complete excluding cost form work in retaining walls/Breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.PWD specification.complete. | 218.14 | cum | 506.87 | ₹1,10,568.62 |
| 4 | Stone filling behind R/wall/B/wall | 63 | cum | 506.87 | ₹31,932.81 |
| 5 | Providing weep hole of 100 mm dia @1 Sqm Each complete as direction of Engineer-in-charge. | 105 | meter | 506.87 | ₹53,221.35 |
| 6Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and size in : Cement mortar 1:6 (1 cement : 6 course sand) | |||||
| 6.01 | for long wall of sludge bed | 1.44 | cum | 506.87 | ₹729.89 |
| 715 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 ( 1 cement :3 fine sand) | |||||
| 7.01 | for long wall of sludge bed | 12.5 | sqm | 506.87 | ₹6,335.88 |
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