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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹3.2 L+₹12,037.20 (3.95%)Admitted-Finance GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L2 | Admitted-Finance | |
| 3 | L3₹3.2 L+₹13,990.50 (4.59%)Admitted-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | L3 | Admitted-Finance | |
| 4 | L4₹3.4 L+₹38,688.40 (12.7%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KULDEEP DOGRA L2 | ARADHYA ELECTRICAL WORKS L4 | SIDHANT SHARMA L1 | MANOJ KUMAR L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. | 50.4 | Cum. | 210 ₹10,584 | 225 ₹11,340 | 200 ₹10,080 Lowest | 300 ₹15,120 |
| 2.00 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | 7.09 | Cum. | 4,200 ₹29,778 | 4,400 ₹31,196 | 4,000 ₹28,360 Lowest | 4,500 ₹31,905 |
| 3.00Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | |||||||
| 3.01 | In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 7.09 | Cum. | 6,800 ₹48,212 | 7,200 ₹51,048 | 6,500 ₹46,085 Lowest | 7,000 ₹49,630 |
| 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. | 14.18 | Cum. | 6,500 ₹92,170 Lowest | 7,100 ₹1,00,678 | 6,500 ₹92,170 Lowest | 7,000 ₹99,260 |
| 4.00Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||||
| 4.01 | Foundation footings and bases of column i.e. Siesmic band at plinth level complete in all respect within all eads and lifts as per direction of Engineer-in-charge. | 10.5 | Sqm. | 220 ₹2,310 | 230 ₹2,415 | 200 ₹2,100 Lowest | 200 ₹2,100 Lowest |
| 4.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. | 126.41 | Sqm. | 270 ₹34,130.7 | 290 ₹36,658.9 | 250 ₹31,602.5 Lowest | 300 ₹37,923 |
| 5.00 | Providing and laying mild steel / 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. | 1,050 | Kg | 95 ₹99,750 | 105 ₹1,10,250 | 90 ₹94,500 | 79 ₹82,950 Lowest |
Tender Value
₹3.4 L
EMD Value
₹6,880
Closing Date
7 Nov 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Er.Anand Blouria
Jal Shakti Division Nurpur
Construction of R.C.C feeder channel to divert flow of water.
2026_HPIPH_146939_1
EENPREA_1-7170-79 dated 30-10-2026
Open Tender
Civil Construction Goods
Item Wise
30 days
Nurpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹350
₹6,880
7 Nov 2026
30 Oct 2026
7 Nov 2026
30 Oct 2026
7 Nov 2026
30 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. | 50.4 | Cum. | - | - |
| 2 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. | 7.09 | Cum. | - | - |
| 3Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- | |||||
| 3.01 | In foundation, footings, bases of columns and the like and mass concrete within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. | 7.09 | 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. | 14.18 | Cum. | - | - |
| 4Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:- | |||||
| 4.01 | Foundation footings and bases of column i.e. Siesmic band at plinth level complete in all respect within all eads and lifts as per direction of Engineer-in-charge. | 10.5 | Sqm. | - | - |
| 4.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. | 126.41 | Sqm. | - | - |
| 5 | Providing and laying mild steel / 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. | 1,050 | Kg | - | - |
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