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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAdmitted-Finance | ₹12.1 L | L1 | Admitted-Finance |
| 2 | L2₹12.7 LAdmitted-Finance VPO BAGGA TEHSIL JAWALI DISTRICT KANGRA | KANGRA | HIMACHAL PRADESH | 176001 | ₹12.7 L | L2 | Admitted-Finance |
| 3 | L3₹13.1 LAdmitted-Finance | ₹13.1 L | L3 | Admitted-Finance |
| 4 | L4₹16.0 LAdmitted-Finance VPO SADWAN TEHSIL NURPUR DISTT KANGRA H P | ₹16.0 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical MINISTRY OF DEFENCE MES | WEST KARBI ANGLONG | ASSAM | 782413 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | GURAV SHARMA L3 | NARESH KATOCH L4 | DHARMENDER KUMAR L1 | Sachin Katoch Govt Contractor L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge. | 1,989.93 | Per/Cum | 250 ₹5.0 L | 200 ₹4.0 L | 220 ₹4.4 L | 202.5 ₹4.0 L |
| 2.00 | Provding and laying cement concrete 1:3:6 (1 cement:3:sand :6graded stone agg. 40 mm nominal size ) and curing complete exclunding the cost of form work in foundation and plinths. in all leads and as directed by the Engineer in-charge. | 0.32 | Per/Cum | 4,900 ₹1,568 | 4,800 ₹1,536 | 4,600 ₹1,472 | 5,200 ₹1,664 |
| 3.00Providing and laying cement concrete work 1:1:5:3(1 Cement:1:5Sand:3 crushed stone aggregate 20mm nominal size) and curing complete excluding cost of form work in | |||||||
| 3.01 | In foundation and plinth. | 0.34 | Per/Cum | 5,200 ₹1,768 | 6,600 ₹2,244 | 6,000 ₹2,040 | 7,000 ₹2,380 |
| 3.02 | Wall (any thickness but not less then 0.10 Mtr. Thickness) i/c attached pilasters buttresses ,plinth and string courcess etc. from top to foundation upto floor two level. | 1.16 | Per/Cum | 5,800 ₹6,728 | 6,600 ₹7,656 | 7,000 ₹8,120 | 7,000 ₹8,120 |
| 3.03 | (a) Lintels, beams ,griders bressumers and cantilevers upto all floor level. | 0.15 | Per/Cum | 5,400 ₹810 | 6,600 ₹990 | 7,000 ₹1,050 | 7,000 ₹1,050 |
| 4.00Providing form work with steel plates 3.15mm.thick welded with angle iron frame 30x30x5mm. so as to give a fair finish in-cluding centring,shuttering,strutting and propping etc.with wooden battens and ballies height of propping and centring below supporting floor to ceiling exceeding upto any height and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||||
| 4.01 | In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. | 229.86 | Per/Sqm | 250 ₹57,465 | 150 ₹34,479 | 200 ₹45,972 | 400 ₹91,944 |
| 4.02 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness. | 21.89 | Per/Sqm | 270 ₹5,910.30 | 130 ₹2,845.70 | 300 ₹6,567 | 400 ₹8,756 |
| 4.03 | Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor. | 10.9 | Per/Sqm | 270 ₹2,943 | 130 ₹1,417 | 300 ₹3,270 | 400 ₹4,360 |
Tender Value
₹20.5 L
EMD Value
₹38,195
Closing Date
28 Mar 2026, 11:00 amClosed
EXECUTIVE ENGINEER
EE JSV Division Indora
Providing Laying jointing Testing of HDPE Pipe from (DT cum to OL 1, OL 1 to OL 2 , OL 2 to OL 3 OL 3 to OL4, OL 4 to OL5 , OL 3 to OL6 ,OL 6 to OL 7, DTCUM to OL 8 , OL 8 to /L 9 OL 9 to OL10, OL 10 to OL11 , DTCU
2026_HPIPH_132126_1
EE-JSV-INDI-NIT-6997-7040 dt 20.03.2026
Open Tender
Civil Works
Indora
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹38,195
4 Apr 2026
20 Mar 2026
28 Mar 2026
20 Mar 2026
28 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge. | |||||
| 2Provding and laying cement concrete 1:3:6 (1 cement:3:sand :6graded stone agg. 40 mm nominal size ) and curing complete exclunding the cost of form work in foundation and plinths. in all leads and as directed by the Engineer in-charge. | |||||
| 3Providing and laying cement concrete work 1:1:5:3(1 Cement:1:5Sand:3 crushed stone aggregate 20mm nominal size) and curing complete excluding cost of form work in | |||||
| 3.01 | In foundation and plinth. | - | Per/Cum | - | - |
| 3.02 | Wall (any thickness but not less then 0.10 Mtr. Thickness) i/c attached pilasters buttresses ,plinth and string courcess etc. from top to foundation upto floor two level. | - | Per/Cum | - | - |
| 3.03 | (a) Lintels, beams ,griders bressumers and cantilevers upto all floor level. | - | Per/Cum | - | - |
| 4Providing form work with steel plates 3.15mm.thick welded with angle iron frame 30x30x5mm. so as to give a fair finish in-cluding centring,shuttering,strutting and propping etc.with wooden battens and ballies height of propping and centring below supporting floor to ceiling exceeding upto any height and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||
| 4.01 | In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. | - | Per/Sqm | - | - |
| 4.02 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness. | - | Per/Sqm | - | - |
| 4.03 | Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor. | - | Per/Sqm | - | - |
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