Tender For Restoration Of Rain Damages Of Lwss For Village Kahra Of Uttershal Area In Gp Kamand Tehsil Sadar Disttmandi Hp.(Sh:- Construction of Of Pump House,Dismentalling,Relaying And Cutting & Welding Of Gi Pipe,Providing Installationtesting And C
Tender Value
39.89 Lakhs
Estimated cost
Bid Submission
05 Aug 2026
1 days left
EMD
79797
Bank guarantee accepted
Document Fee
2000
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 Restoration Of Rain Damages Of Lwss For Village Kahra Of Uttershal Area In Gp Kamand Tehsil Sadar Disttmandi Hp.(Sh:- Construction of Of Pump House,Dismentalling,Relaying And Cutting & Welding Of Gi Pipe,Providing Installationtesting And Commissioning Of Sub Pump Set.,Providing Laying Jointing And Testing Of Gms Tube Of Distribution System Of Various Dia And Providing Laying And Jointing Rising Main)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work,blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15cm.layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surplus excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge. |
| 2 | Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. |
| 3 | Random rubble masonry/polygonal rubble masonry (uncoursed brought in to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggragate 20mm nominal size) at plinth level in cement mortar 1:6 (1cement : 6 sand). |
| 4 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu- reinforcement concrete and plain concrete work in:- |
| 5 | Beam, cantilever, girders and lintels.Sides and soffits of beam, beam haunching, cantilever, bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor. |
| 6 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like. |
| 7 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 8 | Providing & Laying cement concrete work 1:11/2: 3 (1 cement : 11/2 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 9 | Lintels, beams girders bressumers and cantilevers upto floor two level. |
| 10 | Providing & Laying cement concrete work 1:11/2: 3 (1 cement : 11/2 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 11 | Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto floor two level. |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, huttering, finishing andreinforcement : |
| 13 | Providing Tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level. |
| 14 | Brick work using common burunt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand) |
| 15 | Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed and fixed in position. (2nd class deodar wood) |
| 16 | Providing 40x3 mm iron hold fast 40 cm long including fixing to frame with 10 cm da bolts nuts and wooden pluges and embencing in C.C. block 30x10x15 cm 1:3:6 ( 1 cement:3 sand: 6 graded stone aggregate 20 mm nominal size). |
| 17 | Providing and Fixing panneled glazed or panelled and glazed shutters for doors, windows and clerestory windows,including black enamelled iron butt hinges with necessary screws. 40 mm thick. (2nd class deodar wood) |
| 18 | Providing and Fixing wire gauge shutters using galvenised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors, windows & clearstory windows i/c bright finished black iron enamelled hinges with necessary screws 40 mm thick (2nd class deodar wood) |
| 19 | 6mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) |
| 20 | 15 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement: 6 sand) |
| 21 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 22 | Providing and fixing bright finished brass sliding door bolts with bolts and nuts screws etc. complete. |
| 23 | 300 x 16 mm |
| 24 | 250 x 16 mm |
| 25 | Providing and fixing bright finished brass tower bolts ( barel type) with screws etc. complete. |
| 26 | 250 x 10 mm |
| 27 | Providing and fixing bright finished brass handles with necessary screws etc. complete. |
| 28 | 125 mm |
| 29 | 100 mm |
| 30 | Providing and Fixing bright finishaed hard drawn Hooks and Eyes 250 mm . |
| 31 | Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete . |
| 32 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 33 | Wall painting (two coats) with acrylic emulsion paint of approved brand and manufacture for interior grade on undecorated concrete / stone / plastered wall surfaces to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth including applying of putty a required for metling the surface. |
| 34 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 35 | Dismantling of GI Pipe from trenches with in all leads and lifts as per the direction of Engineer-in-charge |
| 36 | GI. Pipe 65 m.m dia. (RD- 0 to 900) |
| 37 | Relaying ,jointing and testng of GMS tube in trenches (light grad ) of following dia meter including providing and fixing tube fitting such as bends ,tees,air valves and collars etc including carriage of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charges (earth work in trenches to be measured and paid for separately )in all leads and lifts. |
| 38 | GI. Pipe 65 m.m dia. (RD- 0 to 425) |
| 39 | Cutting of GI Pipe of various dia with generator welding set including carriage at site of work complwtw in all respect in all leads and lifts. |
| 40 | 65 mm dia |
| 41 | Welding of MS Pipe/GI of following dia with But Welding both side at sidewith welding rods and by welding set (jointing at leaking point including cutting making tail pipe of required size and dia as per site condition) within all leads and lifts as per the direction of Engineer-in-charge. |
| 42 | 65 mm dia |
| 43 | Providing and laying in trenches, galvanized mild steel tubes (light grade), tube fittings (earth work in trenches to be measured & paid for separately). |
| 44 | 50 mm dia (LC) |
| 45 | 40 mm dia (LC) |
| 46 | 32 mm dia (LC) |
| 47 | 25 mm dia (LC) |
| 48 | 20 mm dia (LC) |
| 49 | 15 mm dia (LC) |
| 50 | Providing,Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (H/M class) conforming to IS:1239-1990(Part - I ) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998. & butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches, welding of flanges/butt welding will be measured and paid for seperately) |
| 51 | 65 mm dia |
| 52 | Providing and welding G.I flanges @ 25% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end IS 3589:2001 pipe in two layers on both faces to make the joint leak proof (The cost of providing and laying of API pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 53 | 65 mm dia |
| 54 | Providing, Installation, Testing & Commissioning of Tube Well Submersible Pump Set with allied accessories. (Booster Stage)15x2 HP Set |
| 55 | P/F of submersible Pumping set conforming to ISO.9906 of Kirloskar/KSB/Calama/Johnsion/Grundfos/JSV approved make comprising to latest relevent IS Code 8034:2002 (Latest edition).The pump should be fitted with bronze impler of suitable alloy,suitable for having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP RPM 2900 of kirloskat/NGEF /Crompton/JSV approved make conforming to BIS 9283-2013 latest with upto date amendments totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted wth a device to take up expansion of water with the heating of motor.The pump set shuld including water level guard errection clamps cable clip & depth gauge etc. & should be capable of handing head mentioned below with with (+) 10% (-) 15% Head range and suitable for operation on data given below- Discharge =3 LPS , TotalHead= 201.50 Mtr |
| 56 | 1st Stage 20x2 HP Set |
| 57 | P/F of submersible Pumping set conforming to ISO.9906 of KSB/ Kirloskar/Calma/Johnsion/Grundfos/JSV approved make comprising to latest relevent IS Code 8034:2002 (Latest edition).The pump should be fitted with bronze impler of suitable alloy,suitable for having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP RPM 2900 of kirloskat/NGEF /Crompton/JSV approved make conforming to BIS 9283-2013 latest with upto date amendments totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted wth a device to take up expansion of water with the heating of motor.The pump set shuld including water level guard errection clamps cable clip & depth gauge etc. & should be capable of handing head mentioned below with with (+) 10% (-) 15% Head range and suitable for operation on data given below- Discharge =3 LPS , TotalHead= 241.68 Mtr Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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