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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC R O VERMA NIWAS LOWER CEMETERY SANJAULI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.4 LRejected-AOC | ₹7.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹7.4 LRejected-AOC R O VILL CHEOG TEH THEOG DISTT SHIMLA | ₹7.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹7.7 LRejected-AOC VERMA COTTAGE BELOW B C S NEW SHIMLA H P | ₹7.7 L | L4 | Rejected-AOC L4 |
| 5 | L5₹7.8 LRejected-AOC UPPER KANGNA DHAR VERMA COTTAGE BELOW BCS SHIMLA 9 | ₹7.8 L | L5 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | ashok kumar verma L5 | KISHAN SEVA COMPANY L6 | SUNEEL CHAUHAN L3 | yashwant singh thakur L2 | VINOD VERMA L4 | MANOHAR LAL VERMA L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition below G.L. 1.50 Meters depth and disposal of unserviceable materials with all lead Complete as per direction of Engineer-in-Charge. | 50.89 | Per Cum | 250 ₹12,722.50 | 1,100 ₹55,979 | 10 ₹508.90 | 50 ₹2,544.50 | 1,400 ₹71,246 | 100 ₹5,089 |
| 2.00 | Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge | 121.45 | Per Cum | 475 ₹57,688.75 | 400 ₹48,580 | 10 ₹1,214.50 | 100 ₹12,145 | 500 ₹60,725 | 350 ₹42,507.50 |
| 3.00Providing, laying jointing & testing in trenches centrifugal cast ductile iron (spun) pressure pipes as per IS:8329/2000 Class K-7 duly ISI marked, inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge | |||||||||
| 3.01 | 150 mm | 250 | Meter | 1,650 ₹4.1 L | 2,200 ₹5.5 L | 1,900 ₹4.8 L | 1,950 ₹4.9 L | 1,650 ₹4.1 L | 1,900 ₹4.8 L |
| 4.00Providing & fixing in trenches centrifugal cast ductile iron fittings of 9523/2000 class A, series K-12 with inside cement mortar lined suitable for tyton (push on joints) with sewers, such as socketed bends of all degrees, socketed, tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (earth work in trenches and jointing of fittings to be measured and paid for separately) | |||||||||
| 4.01 | 150mm dia double socket DI bend of required degree (90 degree) | 10 | Each | 2,800 ₹28,000 | 1,200 ₹12,000 | 2,500 ₹25,000 | 1,000 ₹10,000 | 2,800 ₹28,000 | 2,800 ₹28,000 |
| 4.02 | 45 degree | 15 | Each | 10 ₹150 | 1,200 ₹18,000 | 2,500 ₹37,500 | 500 ₹7,500 | 100 ₹1,500 | 2,400 ₹36,000 |
| 4.03 | 22.50 degree | 9 | Each | 2,600 ₹23,400 | 1,200 ₹10,800 | 2,500 ₹22,500 | 1,000 ₹9,000 | 100 ₹900 | 10 ₹90 |
| 4.04 | 11.25 degree | 5 | Each | 2,300 ₹11,500 | 1,200 ₹6,000 | 10 ₹50 | 500 ₹2,500 | 2,350 ₹11,750 | 2,200 ₹11,000 |
| 4.05 | providing and fixing DI Tee 150mm x 150 mm x 100mm | 4 | Each | 10 ₹40 | 2,000 ₹8,000 | 100 ₹400 | 1,200 ₹4,800 | 100 ₹400 | 4,300 ₹17,200 |
Tender Value
₹12.0 L
EMD Value
₹24,100
Closing Date
15 Dec 2025, 11:00 amClosed
AGM Sewerage Division
AGM Office Sewerage Division US Club Shimla
Operation and Maintenance of sewerage network Up gradation of 100 mm dia to 150 mm diameter sewer line in new Shimla sector-3 from house number A-150 to A-157 and House no. B-211 to B-218 to STP Lalpani Network.
2025_SJPNL_122608_1
SJPNL/Sewerage/NIT/2705-09 dt. 04.12.2025
Open Tender
Civil Works
90 days
Shimla
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹24,100
5 Jan 2026
4 Dec 2025
15 Dec 2025
4 Dec 2025
15 Dec 2025
4 Dec 2025
4 Dec 2025 - 15 Dec 2025
Amount
Demolition below G.L. 1.50 Meters depth and disposal of unserviceable materials with all lead Complete as per direction of Engineer-in-Charge.
Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge
Providing, laying jointing & testing in trenches centrifugal cast ductile iron (spun) pressure pipes as per IS:8329/2000 Class K-7 duly ISI marked, inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge
Providing & fixing in trenches centrifugal cast ductile iron fittings of 9523/2000 class A, series K-12 with inside cement mortar lined suitable for tyton (push on joints) with sewers, such as socketed bends of all degrees, socketed, tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (earth work in trenches and jointing of fittings to be measured and paid for separately)
150mm dia double socket DI bend of required degree (90 degree)
45 degree
22.50 degree
11.25 degree
providing and fixing DI Tee 150mm x 150 mm x 100mm
providing and fixing DI Tee 150mm x 150 mm x 150mm
MJ Coller 150 mm dia
Providing tyton (Push on joints) to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket: 150mm dia pipes Complete as per direction of Engineer-in-Charge.
150 mm. dia
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of entering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) complete as direction of Er-in-charge.
Providing mild steel/tor steel reinforcement for RCC work includng bending binding and placing in position complete upto level @110kg/m^3 as per the direction of Engineer-in-Charge.
Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- Foundation ,footings basis of columns etc and mass concrete complete as direction of Er.-in-charge.
Providing fixining of SFRC frame cover manufacture as per BIS:12592 (Part 1&2) for Manhole/sewer chamber of load capacity of 450 mm MD-10 complete installation as per direction of er-in-charge.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of entering, shuttering, finishing and reinforcement, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) complete as direction of Engineer-in-Charge.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of entering, shuttering, finishing and reinforcement, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) including curing complete as direction iof er-in-charge.
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note -item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
yashwant singh thakur (BID ID -593190)
SUNEEL CHAUHAN (BID ID -594890)
VINOD VERMA (BID ID -593724)
ashok kumar verma (BID ID -595253)
KISHAN SEVA COMPANY (BID ID -592102)
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