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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Finance | ₹4.3 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 LAdmitted-Finance VPO SADWAN TEHSIL NURPUR DISTT KANGRA H P | ₹4.9 L | L2 | Admitted-Finance |
| 3 | L3₹4.9 LAdmitted-Finance | ₹4.9 L | L3 | Admitted-Finance |
| 4 | L4₹5.1 LAdmitted-Finance | ₹5.1 L | L4 | Admitted-Finance |
| 5 | L5₹7.6 LAdmitted-Finance MINISTRY OF DEFENCE MES | WEST KARBI ANGLONG | ASSAM | 782413 | ₹7.6 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Suresh KUmar Govt Contr L3 | JAGDISH CHANDER L1 | NARESH KATOCH L2 | Sandan Sharma Govt. Contractor L5 | GURAV SHARMA L4 |
|---|---|---|---|---|---|---|---|---|
| 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. | 789.59 | P/cum | 235 ₹1.9 L | 220 ₹1.7 L | 90 ₹71,063.10 | 450 ₹3.6 L | 245 ₹1.9 L |
| 2.00 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | 3.18 | P/cum | 4,500 ₹14,310 | 4,000 ₹12,720 | 3,600 ₹11,448 | 5,890 ₹18,730.20 | 3,950 ₹12,561 |
| 3.00Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | ||||||||
| 3.01 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. | 3.09 | P/cum | 6,200 ₹19,158 | 6,500 ₹20,085 | 5,900 ₹18,231 | 7,558 ₹23,354.22 | 7,300 ₹22,557 |
| 3.02 | In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 10.84 | P/cum | 6,500 ₹70,460 | 6,200 ₹67,208 | 5,500 ₹59,620 | 7,488 ₹81,169.92 | 6,900 ₹74,796 |
| 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. | 147.12 | Per/ sqm | 250 ₹36,780 | 199 ₹29,276.88 | 100 ₹14,712 | 403 ₹59,289.36 | 265 ₹38,986.80 |
| 5.00 | Providing and laying tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 502.55 | Per Kg | 82 ₹41,209.10 | 70 ₹35,178.50 | 89.55 ₹45,003.35 | 88 ₹44,224.40 | 80 ₹40,204 |
| 6.00Providing Laying & jointing in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-4 complete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. | ||||||||
| 6.01 | 110 mm diaHDPE pipe -PN-4 (O/L 3 to O/L10 & O/L10 to 11 ) | 190 | Per/ Rmt | 60 ₹11,400 | 25 ₹4,750 | 160 ₹30,400 | 60 ₹11,400 | 57 ₹10,830 |
Tender Value
₹7.9 L
EMD Value
₹15,896
Closing Date
10 Apr 2026, 11:00 amClosed
EXECUTIVE ENGINEER
JSV Divn Indora
11 no Outlets for T/Well Lodhwan 1st)
2026_HPIPH_133367_1
EE-JSV-IND-NIT-2026-27-140-90 dt 04.04.2026
Open Tender
Civil Works
INDORA
Please refer Tender documents.
2 documents required · 2 mandatory
₹350
₹15,896
16 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 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. | |||||
| 2Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | |||||
| 3Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- | |||||
| 3.01 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. | - | P/cum | - | - |
| 3.02 | In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | - | P/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 | - | - |
| 5Providing and laying tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | |||||
| 6Providing Laying & jointing in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-4 complete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge. | |||||
| 6.01 | 110 mm diaHDPE pipe -PN-4 (O/L 3 to O/L10 & O/L10 to 11 ) | - | Per/ Rmt | - | - |
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