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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance Accepted as bidder found L1 |
| 2 | L2₹1.2 Cr+₹3.3 L (2.80%)Rejected-Finance | ₹1.2 Cr+₹3.3 L (2.80%) | L2 | Rejected-Finance Rejected as bidder found L2 |
| 3 | L3₹1.2 Cr+₹3.7 L (3.17%)Rejected-Finance VILL SHARGHAL P O PARALA TEHSIL THEOG DISTT SHIMLA H P | ₹1.2 Cr+₹3.7 L (3.17%) | L3 | Rejected-Finance Rejected as bidder found L1 |
| Sl No | Description | Qty | Unit | Surinder Singh Verma L2 | ROHIT BEAKTA L3 | Sahi Ram Malta L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation(trenches for laying of pipes and M/holes chamber) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca C.C pavements i/c saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides,levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil,un-usable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also including cost of diversion of traffic, night signals,fixing caution boards,providing temporary crossing over trenches for access to houses,fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | 1,545.84 | Cum | 950 ₹14,68,548 | 950 ₹14,68,548 | 930 ₹14,37,631.2 Lowest |
| 2.00Providing and Laying in trenches 150 MM dia cetrifugally cast ductile iron(spun) pressure pipe with socket & spoigot ends confirming to BIS 8329/2000 in standards lenghts 4 Mtrs, 5 Mtrs,5.5 Mtrs & 6 Mtrs for classification Class K-7,suitable for Tyton ( push on joints )( Rubber gasket D- jointing) with cement mortor linging inside the pipes including Bends of all degrees, tees, collers, tapers ( if required) crosses, short pieces,tail pieces, plugs of required numbers, cuttings of pipes, chamfering where required ( Earth work intrenches and jointing of pipes to be measured & paid for separately) including carriage in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. | ||||||
| 2.01 | 150mm dia | 2,280 | Rmt | 2,450 ₹55,86,000 | 2,450 ₹55,86,000 | 2,400 ₹54,72,000 Lowest |
| 3.00Providing and jointing tyton ( push on Joints ) to ductile pipe and fitting including testing of the joints, costof rubber gaskit quality conforming to IS 12820 ( Latest edition / amendments ) complete in all respects within all leads and lifts as per directions and satissfacation of the Engineer -In- Charge. | ||||||
| 3.01 | 150mm dia | 380 | Each | 370 ₹1,40,600 | 380 ₹1,44,400 | 350 ₹1,33,000 Lowest |
| 4.00 | Providing & laying cement concrete 1:4:8 (1 cement :4 sand:8 graded stone aggrtegate 40 mm dia) and curing complete excluding cost of form work in foundation and plinth including entire carriage of material with in | 34.96 | Cum | 7,800 ₹2,72,688 | 7,800 ₹2,72,688 | 7,400 ₹2,58,704 Lowest |
| 5.00Providing & laying cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggrtegate 20 mm dia) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | ||||||
| 5.01 | Foundation and plinth including entire carriage of material with in all leads and lifts as per the direction of Engineer-in-Charge | 57.76 | Cum | 9,700 ₹5,60,272 | 9,800 ₹5,66,048 | 9,600 ₹5,54,496 Lowest |
| 5.02 | Walls (any thickness but not less then 1.10 metre thickness attached pilasters, buttresses, plinth & string courses etc from top of foundation level upto floor two level including entire carriage of material with in all | 72.96 | Cum | 9,900 ₹7,22,304 | 9,900 ₹7,22,304 | 9,700 ₹7,07,712 Lowest |
| 5.03 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. | 25.08 | Cum | 9,900 ₹2,48,292 | 10,000 ₹2,50,800 | 9,700 ₹2,43,276 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
24 Jul 2026, 11:00 amClosed
Executive Engineer Jal Shakti Division Matiana
O/O Executive Engineer Jal Shakti Division Matiana
Providing, laying, jointing and testing of DI (spun) pipes 150 mm dia in sewer network
2026_HPIPH_139033_1
JSV-Matiana-2026-5826-75 Dated 14.07.2026 MC Theog
Open Tender
Civil Works - Others
Item Rate
180 days
Theog
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
₹1.9 L
10 Sept 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation(trenches for laying of pipes and M/holes chamber) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca C.C pavements i/c saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides,levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil,un-usable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also including cost of diversion of traffic, night signals,fixing caution boards,providing temporary crossing over trenches for access to houses,fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. | |||||
| 2Providing and Laying in trenches 150 MM dia cetrifugally cast ductile iron(spun) pressure pipe with socket & spoigot ends confirming to BIS 8329/2000 in standards lenghts 4 Mtrs, 5 Mtrs,5.5 Mtrs & 6 Mtrs for classification Class K-7,suitable for Tyton ( push on joints )( Rubber gasket D- jointing) with cement mortor linging inside the pipes including Bends of all degrees, tees, collers, tapers ( if required) crosses, short pieces,tail pieces, plugs of required numbers, cuttings of pipes, chamfering where required ( Earth work intrenches and jointing of pipes to be measured & paid for separately) including carriage in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. | |||||
| 2.01 | 150mm dia | 2,280 | Rmt | - | - |
| 3Providing and jointing tyton ( push on Joints ) to ductile pipe and fitting including testing of the joints, costof rubber gaskit quality conforming to IS 12820 ( Latest edition / amendments ) complete in all respects within all leads and lifts as per directions and satissfacation of the Engineer -In- Charge. | |||||
| 3.01 | 150mm dia | 380 | Each | - | - |
| 4Providing & laying cement concrete 1:4:8 (1 cement :4 sand:8 graded stone aggrtegate 40 mm dia) and curing complete excluding cost of form work in foundation and plinth including entire carriage of material with in | |||||
| 5Providing & laying cement concrete 1:1.5:3 (1 cement :1.5 sand:3 graded stone aggrtegate 20 mm dia) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 5.01 | Foundation and plinth including entire carriage of material with in all leads and lifts as per the direction of Engineer-in-Charge | 57.76 | Cum | - | - |
| 5.02 | Walls (any thickness but not less then 1.10 metre thickness attached pilasters, buttresses, plinth & string courses etc from top of foundation level upto floor two level including entire carriage of material with in all | - | Cum | - | - |
| 5.03 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. | - | Cum | - | - |
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