Tender For Arestoration Of Rain Damages Of Balh Valley Medium Irrigation Project (Lis Behal Pairi In Gp Behal) Tehsil Balh Distt. Mandi (H.P). (Sh:- Construction of Retaining Wall To Protect The Pump House & Sump Well & Providing, Installation, Testi
Tender Value
14.32 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
6 days left
EMD
28700
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Arestoration Of Rain Damages Of Balh Valley Medium Irrigation Project (Lis Behal Pairi In Gp Behal) Tehsil Balh Distt. Mandi (H.P). (Sh:- Construction of Retaining Wall To Protect The Pump House & Sump Well & Providing, Installation, Testing And Commissioning Of Submersible Pumping Machinery With Allied Accessories (Under Pdna No. 5473) Dmis Portal No.- 17589, 17578, 17579, 17582, 17581, 17583 & 17580
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work, jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 Cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering where ever required as per direction & best satisfaction of the Engineer-in-Charge. |
| 2 | Providing and laying cement concrete 1:4:8 (1 Cement : 4 Sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 3 | Providing form work with steel plates 3.15mm thick welded with angle iron in frames 30x30x5mm so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- |
| 4 | Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 5 | Providing & laying cement concrete 1:3:6 (1 cement :3 sand:6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in: foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 6 | Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 7 | Laying, jointing, testing and carriage in trenches to be leveled to grades, IS marked GI pipes (Medium) of following diameters conforming to IS 1239-1991(Part-II) (latest with up to date ammendments), including Butt welding of pipe ends to make water tight joint including carriage of material up to all leads and lifts. This work also includes fabrication of short pieces, bends, tees & other specials etc. from parent tubes with butt welding in three layres as applicable for the particular reach & of technical specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer in Charge. The laying of pipe shall conform to IS: 5822-1994 and as per CPHEEO manual. The rates also include the carriage of GMS tubes from the JSV divisional store Baggi to the site of work , butt welding of joints , fabrication of short pieces, bends, tees & other specials etc. from parent tubes , flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in Charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 8 | 65mm dia (MG) |
| 9 | Providing and fixing of Cast Iron Non Return valve of 65 mm dia, Flange table-17, PN-1.6 swing type with Nitrile Rubber Flap, Flanged Ends to IS-1538 of Leader/ BHEL/ Kirlosker/ Kilburn/ GLEd/ Fourses make or any other JSV approved make and one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments) complete in all respect as per the entire satisfaction of Engineer-in- Charge. |
| 10 | Providing and fixing of Non clog Submersible KRT K Raw, Water Pump Set confirming to ISO 9906 Suitable To Handle Handle turbidity Upto 6000 PPM of KSB/ Kirloskar/ Sabar/ Jhonston/ Chromton/ Kalma make instead of clear water pump conforming to BIS: 8034 for 100 PPM or latest suitable for lifting water (Latest with up to date ammedments) fitted with bronze impeller / suitable alloy. The Pump Should be fitted with free flow impellers of bronze / suitable alloy Directly Coupled To Squirrell case electric induction motor of same make as (manufacturer standared) Conforming to BIS: 9283/ 1979 (Latest With Up to date ammendments) totaly water proof for submersible duty, isolated from the pump by intermidiate casing with double mechenical seal in oil chamber, greased packed lubricating bearing and provided with stainless steel Thrust bearing Plate to withstand vertical loads with minimum bear and tear. It should also be fitted with a device to take up expention of water with the heating of motor including water level gaurd errection clamps manufracturere cable clips and depth gauge etc. The pump shell be suitable for operation on the data is given below:- |
| 11 | A) SITE CONDITIONS:- i) Location of site - About 3 Km. from Ner Chowk ii) The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000mtrs- Altitude of place is 860 m above MSL.iii)Detail of quality of water-Clear cold water. iv) Water free from sand or not-Yes v) Water corrosive or not- No vi) Turbidity- (if any) Clear cold water 50 PPM.v) No. of working hours- 6 Hours B.PUMPS:BIS 1520-1980,READ WITH BIS 9137-1978 BOTH LATEST WITH UPTO DATE AMMENDMENTS. i) Nos of pumps reqd.-1 No. pump. Pump operating conditions. i) Capacity- 16.82 LPS ii) Total head in Mts.- 48 Mtrs. iii) (If total head in not known then following details be provided): iv) Static Head- 44.00 Mtrs. v) Minimum depth of water- ………….Mtrs. vi) Variation in water level.- ………….Mtrs. vii) Ground level to max. water level- ………….Mtrs. viii) Ground level to delivery point- ………….Mtrs. ix) Pressure in the suction tank- …………..Kg/cm/2 x) Pressure in the delivery tank- …………..Kg/cm/2 xi) Length of R/main- 30 Mtr. xii) Dia of R/main-65 mm Dia xiii) No. of working hours per day- 20 Hours Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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