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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L1 | Accepted-AOC Accept | |
| 2 | L2₹6.7 L+₹3.2 L (89.1%)Rejected-AOC VILLAGE MASTIAL PO NAIR TEHSIL JASWAN DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L2 | Rejected-AOC Reject | |
| 3 | L3₹6.8 L+₹3.3 L (91.2%)Rejected-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | L3 | Rejected-AOC Reject | |
| 4 | Not Admitted-Fee/PreQual/Technical V AMB P O TEHSIL JAWALAMUKHI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Arun Rana L2 | Dinesh Kumar L1 | Sanjeev Kumar L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts. | 46.52 | Cubic Metre | 800 ₹37,216 | 400 ₹18,608 Lowest | 700 ₹32,564 |
| 2.00 | Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. | 0.66 | Cubic Metre | 5,200 ₹3,432 Lowest | 7,500 ₹4,950 | 5,200 ₹3,432 Lowest |
| 3.00 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 7.35 | sqm | 370 ₹2,719.5 | 309 ₹2,271.15 Lowest | 380 ₹2,793 |
| 3.10 | Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge. | 0.79 | sqm | 600 ₹474 | 580 ₹458.2 Lowest | 600 ₹474 |
| 3.20 | Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge | 58.81 | sqm | 450 ₹26,464.5 | 300 ₹17,643 Lowest | 450 ₹26,464.5 |
| 4.00 | Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- (a) Arches upto 6.00 metre span within all leads and lifts as per the direction Enginner-in-charge. | 12.77 | sqm | 2,500 ₹31,925 | 1,600 ₹20,432 Lowest | 2,600 ₹33,202 |
| 5.00 | Providing and laying cement concrete 1:1.5:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- (a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 6.32 | Cubic Metre | 8,500 ₹53,720 | 5,400 ₹34,128 Lowest | 8,800 ₹55,616 |
| 5.10 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. | 5.92 | Cubic Metre | 9,500 ₹56,240 | 5,400 ₹31,968 Lowest | 9,500 ₹56,240 |
| 5.20 | Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 0.08 | Cubic Metre | 8,800 ₹704 Lowest | 8,800 ₹704 Lowest | 8,900 ₹712 |
| 5.30 | Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 1.51 | Cubic Metre | 9,570 ₹14,450.7 | 5,600 ₹8,456 Lowest | 9,000 ₹13,590 |
Tender Value
₹4.9 L
EMD Value
₹9,900
Closing Date
9 Jul 2025, 11:00 amClosed
Executive Engineer
Jal Shakti Division Pragpur
Construction of under ground reinforced cement concrete storage tank with dome slab of 20000 litres capacity at Zone-5
2025_HPIPH_108982_1
1650-1750
Open Tender
Civil Works
Item Rate
90 days
Executive Engineer, Jal Shakti Division Pragpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Executive Engineer,Jal Shakti Division Pragpur
₹9,900
15 Sept 2025
30 Jun 2025
9 Jul 2025
30 Jun 2025
9 Jul 2025
30 Jun 2025
Amount
Excavation in foundation trenches etc. in earth work, lift upto 1.50mts. Stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.
Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.
Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in- a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.
Vertical surfaces such as walls (any thickness) partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge
Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- (a) Arches upto 6.00 metre span within all leads and lifts as per the direction Enginner-in-charge.
Providing and laying cement concrete 1:1.5:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- (a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.
Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Arches upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge.
Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge.
Laying and jointing in trenches galvanised mild steel tubes,tube fitting (Light grade) of various dia. ( Earth work in trenches to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge. (a) 100 milimetre dia.
(b) 80 milimetre dia.
Providing and fixing cast iron double flanged sluice valve (Scour valve) of following dia of Leader/ Kirloskar make with hand wheel of PN 1.0 with Flange Table -5 of nominal seat pressure of 10kg/ cm2 as per IS- 14846 complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer- in- Charge. (a) 100 milimetre dia.
(b) 80 milimetre dia.
Manufacturing, febrication & fixing of M.S. man hole cover of 0.60x.60 m size made of M.S. Sheet 2.0 mm thick with M.S. angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint sky complete in all respect to the entire satisfaction of the Engineer-in-charge.
Providing 200 mm wide CI rungs with chequered or ribbed non slip surface including fixing in structure with 200 x200x 100mm cement concrete 1:3:6 (1 Cement : 3 Sand: 6 graded stone aggre 20mm nominal size) complete in all respect to the entire satisfaction of the Engineer-in-charge.
Arun Rana (BID ID -532999)
Sanjeev Kumar (BID ID -533009)
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