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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance | ₹1.9 L | L1 | Admitted-Finance |
| 2 | L2₹1.9 L+₹648.82 (0.34%)Admitted-Finance VILL REOG PO BHALAOG TEHSIL KUMARSAIN DISTT SHIMLA HP | KUMARSAIN | SHIMLA | HIMACHAL PRADESH | ₹1.9 L+₹648.82 (0.34%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 L+₹2,369.62 (1.23%)Admitted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹1.9 L+₹2,369.62 (1.23%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUNIL DUTT L2 | ANIL KUMAR L3 | SUMIT SINGH RATHORE L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. In earth work, lift upto 1.50 meters stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then dispossing of all surplus excavated earth as directed with in a lead of 20 meters. Complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 6.36 | Cum. | 880 ₹5,596.8 | 900 ₹5,724 | 870 ₹5,533.2 Lowest |
| 2.00 | Providing and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg.20mm nominal size) and curing complete excluding cost of form work in :- a) Foundation and plinth. | 1.47 | Cum. | 12,500 ₹18,375 Lowest | 12,750 ₹18,742.5 | 12,500 ₹18,375 Lowest |
| 3.00Providing and laying cement concrete work 1:1.5: 3(1cement:1.5 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||
| 3.01 | (I) P/L CC 1:1.5:3 in Fondations footings bases of columns and mass concrete. | 0.88 | Cum. | 13,600 ₹11,968 Lowest | 13,600 ₹11,968 Lowest | 13,600 ₹11,968 Lowest |
| 4.00 | Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete. | 35.22 | Kg. | 100 ₹3,522 | 110 ₹3,874.2 | 99 ₹3,486.78 Lowest |
| 5.00 | Brick work using common burnt clay building bricks in Foundation and Plinth in cement mortar 1:4 (1 Cement : 4 Sand). | 4.97 | Cum. | 18,800 ₹93,436 Lowest | 18,800 ₹93,436 Lowest | 18,800 ₹93,436 Lowest |
| 6.00 | 15 mm cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering up to floor two level including arrises, internal rounded angles, chamfers and /or rounded angles not exceeding 80 mm in grith and finished even and smooth. In Cement mortar 1:4 (1 Cement : 4 Sand). | 26.78 | Sqm. | 390 ₹10,444.2 Lowest | 395 ₹10,578.1 | 390 ₹10,444.2 Lowest |
| 7.00 | Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/ Sq. Cm. Including filling the joints with approved adhesive complete . 100 mm dia. | 12 | Rmt. | 365 ₹4,380 | 380 ₹4,560 | 345 ₹4,140 Lowest |
| 8.00 | Providing and fixing on wall face PVC (D-plast) accessories for rain water pipes including filling the joints with approved adhesive complete. PVC Plain bend 100 mm dia. | 2 | Nos. | 420 ₹840 | 430 ₹860 | 400 ₹800 Lowest |
| 9.00Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleand (Threee time replacement) as specified by the Engineer-in-Charge. | ||||||
Tender Value
₹1.9 L
EMD Value
₹3,800
Closing Date
4 Jul 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Matiana
O/O Executive Engineer Jal Shakti Division Matiana
C/O tertiary bed/ plant for STP Narkanda at the disposal point of effulent
2026_HPIPH_137581_1
JSV-Matiana-2026-4956-5005 Dated 25.06.2026-2
Open Tender
Civil Works - Others
Item Rate
90 days
Narkanda
Please refer Tender documents.
5 documents required · 5 mandatory
₹350
EE Matiana
₹3,800
14 Jul 2026
25 Jun 2026
6 Jul 2026
25 Jun 2026
4 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. In earth work, lift upto 1.50 meters stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then dispossing of all surplus excavated earth as directed with in a lead of 20 meters. Complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 6.36 | Cum. | - | - |
| 2 | Providing and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg.20mm nominal size) and curing complete excluding cost of form work in :- a) Foundation and plinth. | 1.47 | Cum. | - | - |
| 3Providing and laying cement concrete work 1:1.5: 3(1cement:1.5 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 3.01 | (I) P/L CC 1:1.5:3 in Fondations footings bases of columns and mass concrete. | 0.88 | Cum. | - | - |
| 4 | Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete. | 35.22 | Kg. | - | - |
| 5 | Brick work using common burnt clay building bricks in Foundation and Plinth in cement mortar 1:4 (1 Cement : 4 Sand). | 4.97 | Cum. | - | - |
| 6 | 15 mm cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering up to floor two level including arrises, internal rounded angles, chamfers and /or rounded angles not exceeding 80 mm in grith and finished even and smooth. In Cement mortar 1:4 (1 Cement : 4 Sand). | 26.78 | Sqm. | - | - |
| 7 | Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/ Sq. Cm. Including filling the joints with approved adhesive complete . 100 mm dia. | 12 | Rmt. | - | - |
| 8 | Providing and fixing on wall face PVC (D-plast) accessories for rain water pipes including filling the joints with approved adhesive complete. PVC Plain bend 100 mm dia. | 2 | Nos. | - | - |
| 9Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleand (Threee time replacement) as specified by the Engineer-in-Charge. | |||||
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