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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹9.9 L
EMD Value
₹19,721
Closing Date
30 Apr 2026, 11:00 amClosed
EE Nerwa
EE Nerwa
SH Repair of R Main with butt joints and removal of slips in all kinds of soil, Replacement of existing PM, Repair of RCC S Tanks and Pump House etc Under PDNA
2026_HPIPH_135020_1
No-JSV-ND-CB-Tender/2026 1142-1191
Open Tender
Civil Works
Item Wise
90 days
Nerwa Division
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
₹19,721
5 Jun 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather and Platt/Kirloskar/ Model WKFI 40-14 stage conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handel clear water having characteristics as mentioned in item No. 1 (A) as under, with impelleres, casting ring, priming funnel & shaft sleeves of bronze, shaft of steel with cast iron casting of suitable, capacity coupled directly throught a flexible coupling on a common base plate of cast iron casting of suitable ccapacity coupled directly through a flexible coupling on a common base plate of cast steel/ Mild steel to Kirlokar/ Crompton/ Marathon make slip ring/ squirrel cage screen protected drip proof induction electric motor of 60 HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift & carriage of material at site as per direction of Engineer-Incharge. complete with star delta starter, electric motor of 60 HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift and carriage of material at site as per direction of Engineer in charge complete with star delta starter, electrial control panel delivery side valves, suction side valves, electrical cables, common header complete H-399 Meter Q 3.50 LPS Dia of Rising main-65mm Length of Rising main:- 980 Meter. One Set( PumpWKFI 40-14 ,Moter 60 HP) | 1 | Nos. | - | - |
| 2 | 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. | 1 | Nos. | - | - |
| 3 | 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. | 1 | Nos. | - | - |
| 4 | 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 | 1 | Job | - | - |
| 5 | 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. | 2.27 | Cum | - | - |
| 6 | 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. | 0.38 | Cum | - | - |
| 7Providing 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:- | |||||
| 7.01 | foundation footing and bases of columns & like mass concrete. | 2.76 | Cum | - | - |
| 8Providing 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 :- | |||||
| 8.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 1.38 | Sqm | - | - |
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