Tender For Construction Of Lis For Village Chadera In Gp Balera In Teshil Arki Distt Solan Hp (Sh:- Construction of Reinforced Cement Concrete Intake Chamber 9000 Liter Capacity 1 No. , Reinforced Cement Concrete Sump Well 16000 Liter Capacity 1 No.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Oct 2026
8 days left
EMD
1.53 Lakhs
Bank guarantee accepted
Document Fee
5000
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 Construction Of Lis For Village Chadera In Gp Balera In Teshil Arki Distt Solan Hp (Sh:- Construction of Reinforced Cement Concrete Intake Chamber 9000 Liter Capacity 1 No. , Reinforced Cement Concrete Sump Well 16000 Liter Capacity 1 No. , Construction of Pump House 1No. , C/S Reinforced Cement Concrete Anchor Blocks, Construction of Reinforced Cement Concrete Storage Tank 13000 Liters Capacity 3 No., Providing, Laying, Jointing, Testing & Commissioning Of Gravity Main Pipeline Of Different Diameters, Providing , Laying , Jointing, Testing And Commissioning Of Poly Ethylene (Pe) Pipes Of Various Diameter In Distribution Network, Providing, Laying, Jointing, Testing & Commissioning Of Rising Main Pipeline Of 100 Mm Dia. Heavy Grade And Medium Grade And Supply ,Installation, Testing & Commissioning Of Centrifugal Pumping Machinery Along With Allied Accessories)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (50% All Kind of Soil and 50% Ordinary Rock) |
| 2 | Excavation in foundation and trenches in earth work for pipes up to all depths in all classification of earth work such as pick work, jumper work, saturated soil including balling or pumping out water, blasting soft/hard rock of chiseling soft/hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides, levelling of bends to correct grade including shoring/strutting, planking, timbering & dewatering wherever required stacking the useable/ unusable material/soil separately and after laying, jointing & testing of pipes, returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed by the Engineer-in-Charge with in all leads and lifts complete in all respects with in all leads and lifts as per directions of the Engineer-in-charge. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) |
| 6 | 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. |
| 7 | Foundation and plinth |
| 8 | 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 |
| 9 | Providing and laying cement concrete in M 25 1:1.5:3 design Mix aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- |
| 10 | All works upto plinth level |
| 11 | All works above plinth |
| 12 | Providing and laying cement concrete in M 20 1: 1.5:3 design Mix aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-All works above plinth |
| 13 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 14 | Cement mortar 1:3 (1 cement : 3 fine sand). |
| 15 | Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. |
| 16 | Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like. |
| 17 | Foundation footing bases for column |
| 18 | In columns, pillars,posts and strutus square, rectangular or polygonal in plan including all leads and lifts complete in all respect |
| 19 | 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 and reinforcement for reinforced concrete work in. |
| 20 | In foundation & plinth complete in all respects. |
| 21 | Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level. |
| 22 | Providing and fixing of clamps and nut bolts of required complete in all respects. |
| 23 | 15mm cement plaster in single coat on fair side of brick/ concrete walls for internal plastering upto floor two level including arrises,internal rounded angles,chamfers and /or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:6 (1Cement : 6 Sand) including carriage of materials upto all leads and lifts complete in all respects. |
| 24 | 20 mm cement plaster in single coat on fair side of brick/ concrete walls for internal plastering upto floor two level including arrises,internal rounded angles,chamfers and /or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:6 (1Cement : 6 Sand) including carriage of materials upto all leads and lifts complete in all respects. |
| 25 | RCC smooth finishing of the exposed surface with 6 mm thick C.M. 1:3(1 Cement :3 Sand) including carriage of materials upto all leads and lifts complete in all nrespects. |
| 26 | Painting with oil type wood preservative of approved brand and manufacture : New work (two or more coats) |
| 27 | Applying priming coat: With ready mixed pink or Grey primer of approved brand andmanufacture on wood work (hard and soft wood) |
| 28 | Applying priming coat: With ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanised iron/ steel works |
| 29 | White washing with lime to give an even shade : New work (three or more coats) |
| 30 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 31 | Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting theexposed portion of loop all as per standard design complete. |
| 32 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand :6 graded stone aggregate 20mm nominal size). |
| 33 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin-charge. (Only weight of grill to be measured for payment). |
| 34 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand). |
| 35 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid forseparately).(2nd class deodar wood ) |
| 36 | Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin- charge. (Note:- Butt hinges and necessary screws shall be paid separately) (2nd class deodar wood ) |
| 37 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With Modular bricks |
| 38 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 39 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. |
| 40 | Manufacturing Manhole cover of size 60x60 cm made of angle iron fram size 40x40x5mm thick covered with MS. sheet 2.00mm thickand welded with angle iron frame 35x35x3 mm thick. Including hings, Handles, 8 Nos Hold fast and Locking arrangement along with lock and key of standred make, Primer two coat with redoxide paint, complete and manhole coverer fixed in Storage tank/Intank with Cement concrete 1:1.5:3 , Nut & bolt and dismentalling of RCC work nad as per direction of engineer-in-charge. |
| 41 | Providing, Laying , jointing, testing & commissioning at site in trenches following screw & socketed GMS pipe of diameter of various grade as under conforming to BIS 1239 (Part-1) 2004 or latest with up to date amendments including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts. for separately) inlet & outlet |
| 42 | 150mm dia. |
| 43 | 100mm dia. |
| 44 | 65mm dia. |
| 45 | 80 mm dia. |
| 46 | Providing, Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia 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 |
| 47 | 100 mm dia (Medium Grade) |
| 48 | 100 mm dia (Heavy Grade) |
| 49 | 65mm dia (Medium Grade) |
| 50 | Providing, welding and fixing of M.S. flanges of various dia at suitable reaches, conforming to following table as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW/API pipes in two layers to make the joint leak proof after every 100 mtr as per the requirement including cutting of pipes whereever required (The cost of providing and laying of G.I.Pipes/MSERW /API Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts. |
| 51 | Table 5 (100 mm dia ) |
| 52 | Table 28 (100 mm dia) |
| 53 | Table 17 (100mm dia) |
| 54 | Table 5 (65 mm dia ) |
| 55 | Providing and fixing Sluice valve (Leader make) pressure make PN 1.6 complete in all respect as per entire satisfaction of Engineer in Charge |
| 56 | 150 mm dia |
| 57 | 100 mmdia |
| 58 | 80 mm dia |
| 59 | 65 mm dia |
| 60 | Providing and fixing Gun metal wheel valve Unik/Jindal make complete in all respects. |
| 61 | 65mm dia . |
| 62 | 100mm dia. |
| 63 | Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-2016 with fusion welding process including all necessary fitting in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches tobe measured and paid separately). |
| 64 | PE Pipe PN 4.00 Pipe Grade PE 80 dia 110 mm |
| 65 | PE Pipe PN 6.00 Pipe Grade PE 80 dia 110 mm |
| 66 | PE Pipe PN 10.00 Pipe Grade PE 80 dia 110 mm |
| 67 | PE Pipe PN 12.50 Pipe Grade PE 80 dia 110 mm |
| 68 | Pipe PN-16.00 Pipe Grade PE 80 dia 110 mm |
| 69 | Raw Water Stage:- Supply of Submersible raw cold water 3 HP Pumping sets of reputed make 1x3 such as SB / Clama /SU / Johanston conforming to latest relevent BIS code. The pump should be fitted will free flow impellers of bronze/suitable alloy as per BIS 8034- 1976 latest suitable for clear water having greased packed bearing and shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft confirming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti/ Cromptorn make conforming to relevent BIS Code latest with upto date ammendments totally dust & water proof for submersible duty isolated from the pump by casing with double mechanical seal in oil chamber & grease packed lubricated bearing & provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear & tear. i/c the cost all accessories in all lead & lift & carriage of material at site as per direction of Engineer-incharge. |
| 70 | Total Head:- 12.86 mtr.(i/c depth of col pipe in case of tubewell) Length of Rising main 60 meters. Dia of Rising main = 100mm dia, |
| 71 | Discharge:- 8.65 LPS |
| 72 | Main Stage :-Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/ Multistages centrifugal pumps 100 HP 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. |
| 73 | Total Head:- 363.86 mtr. Length of Rising main 1210 meters. Dia of Rising main = 100mm dia, |
| 74 | Discharge:- 8.65LPS |
| 75 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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