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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | L1 | Admitted-Finance | |
| 2 | L2₹10.2 L+₹72,146.68 (7.59%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹11.1 L+₹1.6 L (16.7%)Admitted-Finance VILLAGE DHAR P O DASHERA TEH BALH REWALSAR DISTT MANDI HP 175036 | REWALSAR | MANDI | HIMACHAL PRADESH | 175036 | L3 | Admitted-Finance | |
| 4 | L4₹11.6 L+₹2.1 L (22.2%)Admitted-Finance R O RAMSHILLA P O AKHARA BAZAR DISTT KULLU | SHIMLA | HIMACHAL PRADESH | 172001 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Amit sood contractor L4 | Yash Pal L1 | Chuni lal L3 | RITESH KAISTHA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts | 67.5 | Cum. | 552 ₹37,260 | 400 ₹27,000 Lowest | 530 ₹35,775 | 550 ₹37,125 |
| 2.00Laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of Galvanized mild steel tubes (G.I. pipe) of following dia meters confirming to IS1239-2001(latest with upto date amendments) having wall thickness as specified below with bevelled/plain ends in a random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends etc. as per site requirements made from parent tubes. The laying of pipe will include all operation such as cutting, welding and jointing, fabrication of bends, tees, etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made from the parent tube during welding or otherwise shall be provided anticorrisive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specifications C-203-1978. The welding electrods shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfation & direction of Engineer in charge with in all leads and lifts(Earth work in trenches will be measured and paid for separately) | |||||||
| 2.01 | 65mm dia | 100 | Rmt. | 160 ₹16,000 | 130 ₹13,000 | 150 ₹15,000 | 104 ₹10,400 Lowest |
| 3.00 | Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth. | 2.7 | Cum. | 7,150 ₹19,305 | 5,949 ₹16,062.3 Lowest | 7,100 ₹19,170 | 6,025 ₹16,267.5 |
| 4.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts. | |||||||
| 4.01 | Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like | 138 | Sqm | 710 ₹97,980 | 450 ₹62,100 Lowest | 700 ₹96,600 | 595 ₹82,110 |
| 5.00Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts. | |||||||
| 5.01 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. | 52.23 | Cum | 9,100 ₹4,75,293 | 8,249 ₹4,30,845.27 Lowest | 9,000 ₹4,70,070 | 8,435 ₹4,40,560.05 |
| 6.00 | Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge. | 1,566.87 | Kg | 112 ₹1,75,489.44 | 95 ₹1,48,852.65 Lowest | 110 ₹1,72,355.7 | 105 ₹1,64,521.35 |
| 7.00 | Providing, supplying, hoisting & streching to specified profile wire rope for suspension brodge(including guy ropes) in all leads and lifts and to the entire satisfation of the Engineer in charge complete in all respect. | 618.8 | Kg | 350 ₹2,16,580 | 222 ₹1,37,373.6 Lowest | 300 ₹1,85,640 | 240 ₹1,48,512 |
Tender Value
₹10.2 L
EMD Value
₹20,313
Closing Date
12 Dec 2025, 11:00 amClosed
EE JSD KATRAIN
JSD KATRAIN
SH Laying, jointing testing of rising main from bore well to storage tank
2025_HPIPH_122230_1
NIT NO 6594-6644 DATED 27.11.2025
Open Tender
Civil Works
Item Rate
KATRAIN
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE JSD KATRAIN
₹20,313
29 Dec 2025
2 Dec 2025
12 Dec 2025
2 Dec 2025
12 Dec 2025
2 Dec 2025
Amount
Excavation in foundations, trenches etc., in earth work lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres to the entire staisfaction of Engineer-in-charge with in all leads and lifts
Laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of Galvanized mild steel tubes (G.I. pipe) of following dia meters confirming to IS1239-2001(latest with upto date amendments) having wall thickness as specified below with bevelled/plain ends in a random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends etc. as per site requirements made from parent tubes. The laying of pipe will include all operation such as cutting, welding and jointing, fabrication of bends, tees, etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made from the parent tube during welding or otherwise shall be provided anticorrisive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specifications C-203-1978. The welding electrods shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfation & direction of Engineer in charge with in all leads and lifts(Earth work in trenches will be measured and paid for separately)
65mm dia
Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in in foundation and plinth.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5 mm so as to give a rough finish including centering shuttering and propping etc. Height of propping and cetering below supporting floor to seiling not exceeding 4 mtrs and removel of th same for the same for in situ reinforcement concrete and plain concrete concrete work including all leads and lifts.
Vertical surface such as walls (any thikness) portions and the like including attached pilaster buttersses plinth and stiring course and the like
Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts.
Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect.
Providing and placing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge.
Providing, supplying, hoisting & streching to specified profile wire rope for suspension brodge(including guy ropes) in all leads and lifts and to the entire satisfation of the Engineer in charge complete in all respect.
Providing, supplying & fixing in position steel accessories like clamps, suspenders grips, U-Bolts, anchorage bolts with pullys etc. along with fixtures for a suspension bridge in all leads and lifts and to the entire satisfation of the Engineer in charge complete in all respect.
Steel work in single sections including cutting,hoisting,fixing in position and applying a priming coat of red lead paint in R.S.Joists,channels angles,tees in all leads and lifts and to the entire satisfation of the Engineer in charge complete in all respect.
Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint.In beams joists channels ,angles , tee ,flats with connection plates or angle cleats as in main and cross beems,hip and jack rafters,purlins connected to common rafters and the like.
RITESH KAISTHA (BID ID -592182)
Chuni lal (BID ID -592197)
Amit sood contractor (BID ID -592206)
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