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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-Finance | ₹12.5 L | L1 | Accepted-Finance Accept |
| 2 | L2₹12.5 LRejected-Finance CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹12.5 L | L2 | Rejected-Finance Reject |
| 3 | L3₹12.5 LRejected-Finance | ₹12.5 L | L3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | DINESH KUMAR L2 | VIRENDER KUMAR L3 | Ramesh Kumar Ranaik L1 |
|---|---|---|---|---|---|---|
| 1.00 | Providing and fixing of 60 HP control panal complete in all respect with automation compatibility etc. | 2 | Nos. | 1,65,000 ₹3.3 L | 1,66,000 ₹3.3 L | 1,65,000 ₹3.3 L |
| 2.00 | Providing and fixing cast iron double flanged sluice valve of class II 65mm dia of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make n suction side as per the relevent IS code.C.I 65mm dia. | 4 | Nos. | 10,000 ₹40,000 | 10,000 ₹40,000 | 10,000 ₹40,000 |
| 3.00 | Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of reputed make of suitable size cast iron /cast steel double flanged sluice valve having size equal to delivery of pump and capable of with standing nominal seat pressure of 52kg/cm^2. The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2) as per BS 1414 Class 300 ASA C.S 50 mm dia. | 4 | Nos. | 33,000 ₹1.3 L | 33,000 ₹1.3 L | 33,000 ₹1.3 L |
| 4.00 | Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of suitable size cast iron /cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to delivery of pump for withstanding nominal seat pressure of 52Kg/cm/^2 The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be cast steel conforming to class 150 ASA (Seat pressure 231Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2)) as per BSI 1414 Class 300 ASA C.S 50 mm dia. | 4 | Nos. | 28,500 ₹1.1 L | 28,500 ₹1.1 L | 28,500 ₹1.1 L |
| 5.00 | Providing and fixing double flanged cast steel reflux valve of Leader/BHEL/Kilosker/Kilburn/ GLED/Fouress make and of 50mm dia for rising main having byepass arrangement for rising main andcapable withstanding the normal steel pressure as per IS 780-1984 with up to date ammendments class ASA to be mentioned by the firm.Class 300 ASA C.S 65 mm dia. | 2 | No | 40,000 ₹80,000 | 40,000 ₹80,000 | 40,000 ₹80,000 |
| 6.00 | Supply of standard make 100mm dia circular dial pressure of suitable range Fiebeg/ Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments. | 2 | Nos. | 2,000 ₹4,000 | 2,000 ₹4,000 | 2,000 ₹4,000 |
| 7.00 | Providing, laying, testing & commissioning at site in trenches bevelled ended conforming to IS/ISO:3183-2007 latest having wall thickness & per Rmt. weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable and with uptodate ammendements (leak proof) in three layers at site of work welding rods of Advani/oerliken make/ISI marked (welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail please, tees, bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions and cutting of pipe wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-in-charge. The pipe shall have zinc coating inside & out side confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API- X 46 etc. The sizes of various components to be as under: l) Suction Pipe ---------- mm dia ii) Delivery Pipe ---------- mm dia iii) Common Header ---------- mm dia. and will be extended up to 5 mtr from the outer wall of the pump house in th direction to be jointed. | 1 | Job | 40,000 ₹40,000 | 40,000 ₹40,000 | 40,000 ₹40,000 |
| 8.00 | P/L suitable size copper PVC insulated armoured power 31/2 core P/L suitable size copper PVC insulated armoured power 31/2 core Havells/Finolex/ L&T make from meter of HPSEB to OCB & from OCB Supply side 31/2 core .3.5X35mm2 | 2 | Job | 18,000 ₹36,000 | 18,000 ₹36,000 | 18,000 ₹36,000 |
| 9.00 | P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (Part) -1988 or latest with upto date ammendmentsHavells/Finolex/L&T make from switch to starter & starter to motor Motor side 3.0 X25mm2 | 2 | Job | 40,000 ₹80,000 | 40,000 ₹80,000 | 40,000 ₹80,000 |
| 10.00 | P/L double loop earthing with crpper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendmentsfor above motors & other electrical equipment. | 2 | Job | 20,000 ₹40,000 | 20,000 ₹40,000 | 20,000 ₹40,000 |
Tender Value
₹12.5 L
EMD Value
₹25,044
Closing Date
20 Dec 2025, 11:00 amClosed
EE Nerwa
EE Nerwa
SH CO RCC Foundation for PM and Placing of PM etc Under CRF
2025_HPIPH_123475_1
No-JSV-ND-CB-Tender/2025 7300-7349
Open Tender
Civil Works
90 days
Nerwa Division
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹25,044
8 Apr 2026
12 Dec 2025
20 Dec 2025
12 Dec 2025
20 Dec 2025
12 Dec 2025
Providing and fixing of 60 HP control panal complete in all respect with automation compatibility etc.
Providing and fixing cast iron double flanged sluice valve of class II 65mm dia of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make n suction side as per the relevent IS code.C.I 65mm dia.
Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of reputed make of suitable size cast iron /cast steel double flanged sluice valve having size equal to delivery of pump and capable of with standing nominal seat pressure of 52kg/cm^2. The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2) as per BS 1414 Class 300 ASA C.S 50 mm dia.
Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of suitable size cast iron /cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to delivery of pump for withstanding nominal seat pressure of 52Kg/cm/^2 The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be cast steel conforming to class 150 ASA (Seat pressure 231Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2)) as per BSI 1414 Class 300 ASA C.S 50 mm dia.
Providing and fixing double flanged cast steel reflux valve of Leader/BHEL/Kilosker/Kilburn/ GLED/Fouress make and of 50mm dia for rising main having byepass arrangement for rising main andcapable withstanding the normal steel pressure as per IS 780-1984 with up to date ammendments class ASA to be mentioned by the firm.Class 300 ASA C.S 65 mm dia.
Supply of standard make 100mm dia circular dial pressure of suitable range Fiebeg/ Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
Providing, laying, testing & commissioning at site in trenches bevelled ended conforming to IS/ISO:3183-2007 latest having wall thickness & per Rmt. weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable and with uptodate ammendements (leak proof) in three layers at site of work welding rods of Advani/oerliken make/ISI marked (welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail please, tees, bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions and cutting of pipe wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-in-charge. The pipe shall have zinc coating inside & out side confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API- X 46 etc. The sizes of various components to be as under: l) Suction Pipe ---------- mm dia ii) Delivery Pipe ---------- mm dia iii) Common Header ---------- mm dia. and will be extended up to 5 mtr from the outer wall of the pump house in th direction to be jointed.
P/L suitable size copper PVC insulated armoured power 31/2 core P/L suitable size copper PVC insulated armoured power 31/2 core Havells/Finolex/ L&T make from meter of HPSEB to OCB & from OCB Supply side 31/2 core .3.5X35mm2
P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (Part) -1988 or latest with upto date ammendmentsHavells/Finolex/L&T make from switch to starter & starter to motor Motor side 3.0 X25mm2
P/L double loop earthing with crpper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendmentsfor above motors & other electrical equipment.
Errection of all equipments from S.No 1 to 10 and pumping machinery i/c cost of tees, bend stapers & any other fittings required and carriage charges of material by head load as per site conditions & as per directions of Engineer-in-Charge.
Excavation in foundations , trenches etc., in earth work , lift up to 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 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth.
Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
foundation footing and bases of columns & like mass concrete.
Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-
Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.
Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete
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 trusses and trussed purlings in buildings.
Supplying of various materials for pump house.i)Tool Kit with all accessory etc.(ii) Bearing puller, insulation gloves & gress gen iii) Steel / C.I.chairs,Poly table
Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick 2nd class
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