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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC VILL PALYAR P O GHARNA TEHSIL KHUNDIAN DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L1 | Accepted-AOC accept | |
| 2 | L2₹6.0 L+₹44,891.20 (8.13%)Rejected-Finance 126 RAJ KUMAR SANGAT SINGH NAGAR ADARSH NAGAR JALANDHAR JALANDHAR PUNJAB 144008 | JALANDHAR | PUNJAB | 144008 | L2 | Rejected-Finance reject | |
| 3 | L3₹7.6 L+₹2.1 L (37.8%)Rejected-Finance HIMACHAL PRADESH HP | L3 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | AJAY KUMAR L3 | Raj Kumar L2 | Vikram Jeet L1 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition above G.L. upto floor two Level including disposal of unserceable materials with in all leads & lifts and including cutting the necessary reinforcement and separating out from R.C.C. work. (RCC Slab) | 7.3 | cum | 400 ₹2,918.4 Lowest | 10,600 ₹77,337.6 | 10,000 ₹72,960 |
| 2.00 | Floor | 4.8 | cum | 450 ₹2,160 Lowest | 9,500 ₹45,600 | 9,000 ₹43,200 |
| 3.00Providing form work with steel plates 3.15mm thich welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering struttting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mts, and removal of the same for in-situ reinforced concrete and plain concrete work in:- | ||||||
| 4.00 | Flat surface such as soffits of suspeded floor s landing and the likes: up to 200 mm in thickness. | 31.5 | sqm | 250 ₹7,875 Lowest | 750 ₹23,625 | 700 ₹22,050 |
| 5.00Providing and laying cement concrete 1:1%:3 (1 cement:1% approved sand :3 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: | ||||||
| 6.00 | Suspended floor i.e slab | 7.3 | cum | 300 ₹2,188.8 Lowest | 14,300 ₹1,04,332.8 | 13,500 ₹98,496 |
| 7.00 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts. | 300 | kgs | 900 ₹2,70,000 | 150 ₹45,000 | 120 ₹36,000 Lowest |
| 8.00 | Providing and laying cement concrete 1:2:4 (1 cement 2 approved sand 4 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcernent for reinforced concrete work in: | 7.2 | cum | 250 ₹1,800 Lowest | 13,000 ₹93,600 | 12,500 ₹90,000 |
| 9.00 | Providing plinth protection n cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts. | 6.19 | cum | 400 ₹2,476.8 Lowest | 9,900 ₹61,300.8 | 9,500 ₹58,824 |
| 10.00 | Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts 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 and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge. | 137.4 | cum | 750 ₹1,03,050 | 450 ₹61,830 | 425 ₹58,395 Lowest |
Tender Value
₹5.0 L
EMD Value
₹9,981
Closing Date
9 Oct 2025, 11:00 amClosed
EE
Jal Shakti Division Jawalamukh
Laying jointing and welding of broken lines etc
2025_HPIPH_116420_1
JAM-KNG02-742
Open Tender
Civil Works
Item Rate
90 days
Jawalamukhi
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Jawalamukhi
₹9,981
6 Dec 2025
30 Sept 2025
9 Oct 2025
30 Sept 2025
9 Oct 2025
30 Sept 2025
Amount
Demolition above G.L. upto floor two Level including disposal of unserceable materials with in all leads & lifts and including cutting the necessary reinforcement and separating out from R.C.C. work. (RCC Slab)
Floor
Providing form work with steel plates 3.15mm thich welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering struttting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mts, and removal of the same for in-situ reinforced concrete and plain concrete work in:-
Flat surface such as soffits of suspeded floor s landing and the likes: up to 200 mm in thickness.
Providing and laying cement concrete 1:1%:3 (1 cement:1% approved sand :3 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:
Suspended floor i.e slab
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level with in all leads and lifts.
Providing and laying cement concrete 1:2:4 (1 cement 2 approved sand 4 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcernent for reinforced concrete work in:
Providing plinth protection n cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.
Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts 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 and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge.
Relaying.jointing & testing GMS tubes screwed & socketted in trenches complete in all respect (earth work in trenches to be measured & paid for separately)
P/F of full way peet valve of following diameters in all leads& lifts
Dismentalling of existing distribution line(Earth work in trenches to be measured and for sepertately.)
Providing circumferencial Butt welded joints to following class of G.I. pipe as specified above, welded with 2 layers of welding (According to wall thickness of pipe) by using 3mm to 4mm special electrodes of Advani oreion (Adore)/ESAB make with Generator and winch and crab/loader at site. (The cost of providing and laying of G.I. pipe to be measured and paid for separately). The wleing of flanges should confirm to IS 816-1965 with electrodes as per IS: 814-1967. The work shall be done as per entire satisfaction of Engineer-in-Charge with in all leads and lifts.
Raj Kumar (BID ID -567179)
AJAY KUMAR (BID ID -567908)
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