Tender For Providing Drinking Water Facility To Village Chalyali Narwad & Palyad In Gp Banoh Khararhatti In Teh. Arki Distt. Solan (Hp).(Sh:- Supply And Erection Of Submersible Pumping Machinary Of 10.00 Hp With Allied Accessories And Providing,Layin
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Jul 2026
5 days left
EMD
32030
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Solan → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Drinking Water Facility To Village Chalyali Narwad & Palyad In Gp Banoh Khararhatti In Teh. Arki Distt. Solan (Hp).(Sh:- Supply And Erection Of Submersible Pumping Machinary Of 10.00 Hp With Allied Accessories And Providing,Laying & Jointing Of Rising Main 50 Mm Dia From Proposed New Ndb Scheme Percolation Well Gamber Khad ).(Under Dmft )Pmk/2025/35
BOQ
| Sl. No. | Item Description |
| 1 | Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/ Multistages centrifugal pumps of standarad make such as KSB/ Kirloskar /M&P /Luvi Pump conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having characterstics as mentioned in item No.1 (A) as under, with impelleres,casing ring, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /Mild steel to BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC / Marathon make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below i/c the cost all accessories in all lead & lift & carriage of material at site as per direction of Engineer-incharge. Total Head:- 312.50 mtr. Satatic Head = 281 mtres Length of Rising main 1210 meters. Dia of Rising main = 50mm dia,Discharge = 1.31 LPS ,Pumping Hours =10 Hours .Pumping Stes= 2 setsof 10- HP |
| 2 | Providing and fixing of L&T / Havells make DOL starter of 10 HP complete with main incomer MCB , Amperrmeter, Voltmeter etc all material properly assembled in a cubical MS Angel sheet panel duly powder coated as per direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 3 | Providing and fixing copper submersible insulated armored cable 2.5 mm2 or suitable size and capacity to and all other electrical equipment as per IS 1554(P-I) 1988 or latest amendment of Siemens/ Gloster/ National/ EICO/ Grandly / Havells make complete in all respects. |
| 4 | Supply and fixing rope wire 4 mm2 dia suitable to wear the weight of submersible motor pumps set and G.I pipe etc complete in all respects. |
| 5 | Supply and fixing of supporting clamps of suitable size to weir the weight of submersible pump set complete in all respect. |
| 6 | Providing and fixing M.S sheet steel fabricated floor mounted closed(Almirah type) switch board including angle iron posts of suitable height and size ISA 40x40x6mm duly painted with steel sheet of 16 gauge comprising capable of mounting the accessories with all materials connections complete in all respects. |
| 7 | P/F double flanged suction, delivery pipe & common header considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding minimum 1.5 times the total presure indicated in item no. 1 (a) or as specified in terms & conditions whichever is more. The size of suction pipe shall be one or two sizes larger than the suction size of pump such that valocity of flow in suction pipe is not more than 2.50 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump.i/c cost of carriage of material in all leads & lifts & as directed by Engineer -Inchage. Size:- 65x50x65mm |
| 8 | Excavation drain & channels etc. earth all classification of earth work such as pick work jumper work with in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking , timbering and dewatering wherever required , stacking usable and unusable material/ soil separately and after laying jointing and testing pipes, returning the usable soil in 15 Cm layers by ramming and watering and then desposing of all surplus excavated earth as directed within a leads of 20 mtr in pick Jumper work 50 % each in all leads and lifts as per the satisfaction of Engineer in Charge. |
| 9 | Providing and fixing of 50 mm dia GI Rising Main Pipe(H) plain ended as per upto amendmnets elctric resistance welded completes in all respects. |
| 10 | Providing and fixing of 50 mm dia GI Rising Main Pipe(M) plain ended as per upto amendmnets elctric resistance welded completes in all respects. |
| 11 | P/F double flanged swing type cast steel reflex valve of kartar/Leader/ BHEL/Kirloskar Kilbar/ Kartar valve/Fouress make and of 50 mm dia having bye pass arrangement on the delivery line of the pump of capable of withstanding the normal sheet pressure as per IS-5312-1984 (P-I) with upto date amendments. |
| 12 | Providing and fixing double flanged C.S Sluice valve of 50 mm Dia of Leader/KSB/Kirloskar capable of with standing normal seat pressure as per IS-5312-1884 P-1 with upto date ammendement for Class ASA-300 and as per direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 13 | Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,mooram singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by raming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects. |
| 14 | Providing and laying cement concrete 1:3:6(1 Cement :3 Sand : 6 graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth including all carriage of materials upto all leads and lifts complete in all respects. |
| 15 | Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. |
| 16 | Foundations , footings bases of column and the like and mass concrete i/c all leads & lifts etc. complete in all respects. |
| 17 | Walls any thickness (but not less than 0.10meter thickness including attached pilasters,buttresses plinth and string courses etc. from top of foundationlevel upto floor two level including all leads and lifts etc.complete in all respects |
| 18 | Providing form work with mild steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete work and plain concrete work in :- |
| 19 | Flat surfaces such as soffits of suspended floors, roofs , landing and the like ,i/c all leads and lifts, complete in all respects. |
| 20 | Vertical surfaces such as walls(any thickness )partition and the like including attached pillasters, buttresses plinth and string courses and like including all leads and lifts etc. complete in all respects. |
| 21 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including cost of binding wires and carriage of materials upto all leads and lifts complete in all respects. |
| 22 | Providing and laying cement concrete work 1:2:4(1 Cement :2 Sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work & reinforcement for reinforced concrete work in :- |
| 23 | Suspended floor, roofs landings shelves and their supports, balconies, beams, girders, bressumers and cantilevers up to floor two level including carriage of materials with in all leads and lifts, complete in all respects. |
| 24 | Manufacturing, supplying & fixing of M.S frame 35x35x5mm with M.S sheet man hole cover 1.66mm thick made of M.S Angle 25x25x5mm with locking arrangement with lock and painting with red oxide complete in all respects as per drawing & design with in all leads & lifts complete & as per the direction of the Engineer-in Charge. |
| 25 | Providing,Laying and Jointing 32 mm dia GMS tube (Light class) for scour , over flow, outlet , inlet , ventilating pipe including all carriage of materials upto all leads and lifts complete in all respects. |
| 26 | Providing and fixing gun metal wheel valve of superior quality ISI marked (heavy duty) including all leads and fifts complete in all respects. |
| 27 | 32mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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