Tender For Restoration Of Rain Damages Of Various Water Supply Schemes Of Matiana, Kumarsain, Sainj And The Surrounding Villages Of Distt. Shimla Hp. (Sh:- Construction of Intake Structure, Prov./Laying & Jointing Of Rising Main At Booster Stage & 1S
Tender Value
2.11 Crore
Estimated cost
Bid Submission
06 Apr 2026
0 days left
EMD
2.86 Lakhs
Bank guarantee accepted
Document Fee
7000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kotgarh → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages Of Various Water Supply Schemes Of Matiana, Kumarsain, Sainj And The Surrounding Villages Of Distt. Shimla Hp. (Sh:- Construction of Intake Structure, Prov./Laying & Jointing Of Rising Main At Booster Stage & 1St Stage At Wtp Bithal, Construction of Anchor Block, Construction of Reinforced Cement Concrete Sump Well 216 Kl, Construction of Pump House Cum Chowkidar Qtr. 50 Sqm I/C Toilet Septic Tank, Electrical Installation And Sanitary Fitting Work, Providing & Installation Of Monoblock Pumping Machinery At Booster Stage & 1St Stage At Wtp Bithal Centrifugal Pumping Machinery At Milk Plant Duttnagar, Construction of Reinforced Cement Concrete Retaining Wall At Wtp Bithal And Construction of 3 Nos Bore Well 1 No. Near Proposed Pump House Duttnagar & 2 Nos. At Wtp Bithal).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Apr-2026 | Corrigendum | Other | 06-Apr-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches for structures (bridge works) complete i/c refilling trenches in 250mm layers, ramming and watering etc. and dressing of sides, bottom etc.including dewatering,shoring and shuttering complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 2 | Depth upto 3.0m |
| 3 | Depth from 3.0m to 6.0m |
| 4 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, surplus earth disposal upto all leads & lifts complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 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) complete in all respect. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) complete in all respect. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) complete in all respect. |
| 8 | Upto Plinth Level complete in all respect. |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :: |
| 10 | Above plinth level CC :1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 12 | All works upto plinth level |
| 13 | All works above plinth level upto floor V level |
| 14 | Providing mild steel/tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level complete in all respect. |
| 15 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete in all respect. |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect. |
| 17 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting , 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 reinforced concrete and plain concrete work including all leads and lifts in:- Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like. |
| 18 | Foundations, footings, bases for columns |
| 19 | Columns, piers, abutments, pillars, posts and struts |
| 20 | Sides and soffits of beams, beam haunchings, cantilivers, bressumers and lintels not exceeding 1.00 meter in depth in all heights from floor. |
| 21 | Suspended floors, roofs, landings, balconies and access platform |
| 22 | Edges of slabs and breaks in floors & walls (under 20 cm wide). |
| 23 | Vertical walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc complete in all respect. |
| 24 | Brick work using common burnt clay building bricks in Superstructure in Cement Mortar 1:4 ( 1 Cement : 4 Sand) Second class bricks. Complete in all respect to the entire satisfaction of Engineer-in-Charge. |
| 25 | Half Brick Masonry in common burnt clay building bricks in cm 1:4 (1cement:4 sand) complete in all respect. |
| 26 | 20 mm Cement Plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth.Cement mortar. |
| 27 | Cement mortar (1:4) (1 cement: 4 sand). |
| 28 | 15 mm Cement Plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrises, internal rorunded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1 cement: 4 sand). |
| 29 | Cement Mortar 1:4(1 Cement : Sand) |
| 30 | 6 mm Cement plaster to ceiling in Cement Mortar 1:4 (1 Cement: 4 Sand). |
| 31 | Cement Mortar 1:4 (1 Cement: 4 Sand). |
| 32 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 33 | Providing and fixing M.S fan clamp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop, all as per standard design complete. |
| 34 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement motar 1:6 (1 cement:6 coarse sand) in all leads & lifts. |
| 35 | Providing & fixing 200 mm wide CI Rungs with chequarred/ribbed non slip surfaces i/c fixing in m/hole with 200 x 200 x100 mm cement conc.1:3:6 (1cement:3 sand:6 stone aggregate 40mm nominal size) in all lead & lifts and to the entire satisfaction of the engineer in charge. |
| 36 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. |
| 37 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. |
| 38 | 30 mm thick plain PVC door shutters |
| 39 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete in all respect. |
| 40 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 41 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc with PVC/neoprens gasket etc. complete as per the architectural drawings and the directions of Engineer-In_charge (cost of aluminium snap beading shall be paid in basic item.) |
| 42 | Providing 40x3 mm flat iron hold fast 40 cm. Long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size). |
| 43 | Providing & fixing anodized aluminium below mentioned fitting incuding anodized colour and shade with bolts & nuts &screws etc. complete in all respect. |
| 44 | Sliding Door Bolt (250X16 mm) |
| 45 | Tower Bolts 200 x 10 mm |
| 46 | Tower Bolts 150 x 10 mm |
| 47 | Handles 125 mm |
| 48 | Handles 100 mm |
| 49 | Providing and fixing a 500-kg capacity winch trolley at WTP Bhital, including supply of all materials, fabrication, installation, alignment, painting, testing, and commissioning, complete in all respects as directed by the Engineer-in-Charge. |
| 50 | Stones/Boulders filling behind the R/walls, also under floor & upstream of i/gallary/under floor etc.in all lifts & leads complete in all respect. |
| 51 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 52 | Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded (MSERW) of grade L-210 bevelled edge Butt welded pipe conforming to IS-3183-2007 of below mentioned grades in item as per dimensions, weight and test pressure mentioned therein code (mill tolerances to be restricted within+- 3%) in random lengths of 6 to 7 mtrs including the cost of fabrication of bends by butt welding from parent tube as required at site. All Joints shall be welded joints and welding of pipes will be done as per IS:816-1969 with electrodes as per IS:814-2004 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipes should conform to BIS:5822-970 (earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for Separately). The pipes and specials shall have out side wrapping with galvanized as per BIS-4736-1986, the galvanization is done by the manufacturing firm itself complete in all respect. |
| 53 | Replacement of Booster Stage Rising main 300 mm dia from Rd-660 to Rd-860 mtr |
| 54 | 300 mm Dia From RD-660 to RD-860 m L-210 grade 4.40mm Thick Twin Line 2 No x 200 Rmt = 400 Rmt |
| 55 | Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded (MSERW) of grade X-42 bevelled edge Butt welded pipe conforming to IS-3183-2007 of below mentioned grades in item as per dimensions, weight and test pressure mentioned therein code (mill tolerances to be restricted within+- 3%) in random lengths of 6 to 7 mtrs including the cost of fabrication of bends by butt welding from parent tube as required at site. All joints shall be welded joints and welding of pipes will be done as per IS:816-1969 with electrodes as per IS:814-2004 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipes should conform to BIS:5822-970 (earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for separately). The pipes and specials shall have out side wrapping with galvanized as per BIS-4736-1986, the galvanization is done by the manufacturing firm itself complete in all respect. |
| 56 | 300 mm dia MSERW X-42 grade pipe 4.8 mm wall thickness in Rising Main from RD 2580 to 2650, From RD-8590 to 8650m=130Rmt Twin Line 2 x 70 = 140 & 2x 60 = 120 = 260 Rmt |
| 57 | 300 mm dia MSERW X-42 grade pipe 4.8 mm wall thickness in Booster Stage at WTP Bithal From RD 0 to 50m |
| 58 | Boring / drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. |
| 59 | Borewell Having Dia 200mm drilling upto 90m depth (3 Nos Bore well) |
| 60 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. |
| 61 | 200mm Dia (3 Nos Bore well) |
| 62 | Providing, laying, jointing, testing and commissioning in trenches galvanised mild tube of following dia (Medium grade) as per IS:1239-2004 (Latest with up to date amendments) including providing and fixing tube fitting such as reducer increases, socket, union, tees, bends etc. where ever required (earth work in treanches to be measured and paid saparately) and as per the direction of Engineer-in-charge including entire carriage of material upto leads and lifts. |
| 63 | GI-Medium Pipe of Dia 65 mm |
| 64 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete in all respect to the entire satisfaction to the Engineer-in-Charge. |
| 65 | Providing & fixing CI Sluice Valve (PN-1.6) (With Hand Wheel) IS: 780-1984 Class-1 upto 300mm dia (I/C brass spindle & as per 2906-1984 class -2 for Dia 300mm) complete with bolts nuts,rubber insertion etc.,(the tailpiece if required shall be measured & paid for Separately) |
| 66 | 65 mm Scour pipe of Class-I LEADER make |
| 67 | 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. |
| 68 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 200 mm dia. |
| 69 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete in all respect. |
| 70 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). With upto date ammendments. |
| 71 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the fill width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawings and technical specification clauses 614, 709 and 1204.3.7. |
| 72 | Wiring for light point/ fan point exhaust fan call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/ressed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/ PVC insuleted single core copper conductor cable as required. Group \\"C\\" |
| 73 | Wiring for light plug with 2x1.5 Sq mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/ressed PVC conduit along with I No. 1.5 Sq.mm HRFRLS PVC insulated single core copper conductor cable of same size for earthing as required a) 2 x 1.5 sqmm |
| 74 | Supplying & Fixing of G.1. modular boxes of following sizes along with modular base and cover plate for modular switches in recess as required |
| 75 | 4 modules (140mmx78mmx50mm) |
| 76 | 6 modules (205mmx78mmx50mm) |
| 77 | Supplying and fixing following rating Modular switch/socket in thr existing switch box/cover plate including connections etc. as required |
| 78 | SP 5/6 Amps one way Modular Switch |
| 79 | 5 pin. 5/6 Amps Modular socket outlet. |
| 80 | Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required. |
| 81 | Exhust Fan, Light Duty, (Domestic ) 225 mm Sweep |
| 82 | Providing and installation of Ceiling fan :- |
| 83 | Ceiling Fan Atomberg Renesa Prime 1200 mm BLDC Motor Energy Saving Ceiling Fan With Remote Complete in all respect. |
| 84 | Providing and Fixing of Syska Make LED Tube Fixture 18 Watt Complete in all respect. |
| 85 | Providing & fixing Water Closet Complete in all respect (Europen type, W.C Pan) integral 'P' or 'S' trap including jointing trap C.M 1:1 |
| 86 | Providing & fixing Wash Basin (single hole for fillar tap with C.I/MS bracket size 550 mm x 400 mm complete in all respect. |
| 87 | Plumbing & Bathroom Fittings, Bathroom Taps : Fastgear Stainless Steel Chrome Finish 3 Long Body Tap Set with 4X4 Slim Shower, Fastgear Plumbing & Bathroom Fittings Complete in all respect. |
| 88 | Providing & fixing Plastic water tank 1000L with 3layer Complete in all respect. Of reputed make such as Deplast, Sintex etc. Please Enable Macros to View BoQ information |
| 89 | Providing & fixing Plastic water tank 1000L with 3layer Complete in all respect. Of reputed make such as Deplast, Sintex etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Apr 02, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Apr 06, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedApr 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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