Tender For Construction Of Lift Irrigation Scheme Shekhal, Village Shekhal, G.P. Shekhal, Tehsil Rohru, District Shimla (Hp).
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Jul 2026
10 days left
EMD
1.24 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Lift Irrigation Scheme Shekhal, Village Shekhal, G.P. Shekhal, Tehsil Rohru, District Shimla (Hp).
BOQ
| Sl. No. | Item Description |
| 1 | Cutting in earth work and disposal of excavated earth up to a lead of 20 mtrs. (Item Code HPPWDSR 2009 -07010000) Pick Work (Item Code HPPWDSR 2009 -07010200) (100% P.W) |
| 2 | 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. In OrdinaryRock (Item Code HPPWD-SR 2020-2.9.1) |
| 3 | Earth work in excavation 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 (Item Code HPPWDSR 2020 - Chapter 2.8)All Kinds of soil : (Item Code HPPWDSR 2020 - Chapter 2.8.1) |
| 4 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :. (Item Code HPPWDSR 2020 - Chapter 2.10)Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia(Item Code HPPWDSR 2020 - Chapter 2.10.1.2) |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth,including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. (Item Code HPPWDSR 2020 - Chapter 2.10)Pipes, cables etc, not exceeding 80 mm dia.(Item Code HPPWD-SR 2020-2.10.1.1) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 7 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(Item Code HPPWDSR 2020 - Chapter 5.9.2) |
| 8 | Suspended floors, roofs, landings, balconies and access platform(Item Code HPPWDSR 2020 - Chapter 5.9.3) |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers(Item Code HPPWDSR 2020 - Chapter 5.9.5) |
| 10 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide (Item Code HPPWDSR 2020 - Chapter 5.9.16.1) |
| 11 | 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 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 12 | Providing and laying cement concrete in 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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 : (Item code HPPWD-SR 2020:- 4.2.5 ). |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)(Item Code HPPWDSR 2020 - Chapter 4.1.5) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)(Item Code HPPWDSR 2020 - Chapter 4.1.3) |
| 15 | Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in : |
| 16 | All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 17 | 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 (1cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).(Item Code HPPWDSR 2020 - Chapter 5.3) |
| 18 | Providing and laying cement concrete 1:1:2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) curing complete excluding cost of form work . |
| 19 | Foundation and plinth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. (Item Code HPSR 2009 -0917010A). |
| 20 | Walls i/c attaached buttresses,pilasters and their caps and bases string courses etc. upto foor two level omplete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. (Item Code HPSR 2009 - 09330100). |
| 21 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete.(Item Code HPPWDSR 2020 - Chapter 2.27) |
| 22 | Providing & laying Damp Proof Course 40mm thick with cement concrete 1:2:4(1 cement:2sand:4 graded stone aggregate 10 mm nominal size) & curing complete. (Item code HPPWDSR 2020-Chapter 4.10) |
| 23 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (Item code HPPWDSR 2020:- 4.13 ) |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand): (Item Code HPPWDSR 2020 - Chapter 6.1.2) |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Item Code HPPWDSR 2020 - Chapter 6.4)Cement mortar 1:6 (1 cement : 6 coarse sand): (Item Code HPPWDSR 2020 - Chapter 6.4.2) |
| 26 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.(Item Code HPPWDSR 2020 - Chapter 6.12.2) |
| 27 | Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 28 | 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.(Item Code HPPWDSR 2020 - 10.2) |
| 29 | Boulder filling dry hand packed tightly as in wire crate apron bund (wire crates to be measured separately). (Item Code HPPWDSR 2009 - 1131010000). |
| 30 | 6mm cement plaster of mix:(Item Code HPPWDSR 2020-Chapter 13.16)1:3( 1 cement : 3 fine sand) (Item Code HPPWDSR 2020-Chapter 13.16.1) |
| 31 | 15 mm cement plaster on the rough side of single or half brick wall of mix.(Item Code HPPWDSR 2020-Chapter 13.5)1:4 (1 cement: 4 Coarse sand) (Item Code HPPWDSR 2020-Chapter 13.5.1) |
| 32 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (Item Code HPPWDSR 2020 - Chapter 11.3)(40 mm thick with 20 mm nominal size stone aggregate): (Item Code HPPWDSR 2020 - Chapter 11.3.1) |
| 33 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth(Item Code HPPWDSR 2020 - Chapter 4.17) (Item code HPPWDSR 2020-Chapter 4.17) |
| 34 | Providing & fixing arrangement for air ventilation in Top RCC slab |
| 35 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality19.19.1 L D- 2.5Rectangular shape 600 x 600 mm internal dimensions(Item Code HPPWDSR 2020 - Chapter 19.19.1.1) |
| 36 | Providing Chain Pulley having capacity of 1 Ton |
| 37 | Providing, laying, jointing and testing in trenches (to level or grade) GMS tube ( IS : 1239-2004) of medium Class conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. (EARTH WORK IN TRENCHES TO BE MEASURED PAID FOR SEPARATELY |
| 38 | GMS tube ( IS : 1239-2004) of 150 mm dia, & medium Class |
| 39 | GMS tube ( IS : 1239-2004) of 125 mm dia, & medium Class |
| 40 | GMS tube ( IS : 1239-2004) of 100 mm dia, & medium Class |
| 41 | GMS tube ( IS : 1239-2004) of 80 mm dia, & medium Class |
| 42 | GMS tube ( IS : 1239-2004) of 65 mm dia, & medium Class |
| 43 | Providing, welding and fixing of M.S. flanges @ 1% of Joints at suitable reaches, conforming to following table 5; as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW 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. |
| 44 | 100 mm dia, & medium Class |
| 45 | 80 mm dia, & medium Class |
| 46 | 65 mm dia, & medium Class |
| 47 | Providing circumferencial Butt welded joints by electrical arc welding to GI pipe of following Dia. having following dia. of pipe,wall thickness,welded in requisite numbers of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of ADVANI Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS 814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 48 | 125 mm dia, & medium Class |
| 49 | 100 mm dia, & medium Class |
| 50 | 80 mm dia, & medium Class |
| 51 | 65 mm dia, & medium Class |
| 52 | Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes 300 mm dia of various grade conforming to IS/ISO-3183-2012 L260 or X42 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2012 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately). |
| 53 | Providing, welding and fixing of M.S. flanges at suitable reaches, conforming to following table 5; 300 mm as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW 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. |
| 54 | Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge. |
| 55 | HDPE Pipe 75 mm ɸ (PN. 6.0, PE. 100) |
| 56 | HDPE Pipe 110 mm ɸ (PN. 6.0, PE. 100) |
| 57 | Providing & Fixing 8 mm thick MS fish plate including all fittings (300 mm Dia MSERW pipe) complete in all respects and upto entire satisfaction of engineer-in charge. |
| 58 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete(Item code HPPWDSR 2020- Chapter 9.66)125 mm. (Item code HPPWDSR 2020 Chapter-9.66.1) |
| 59 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. (Item Code HPPWDSR 2020-Chapter 13.52.1) On Steel Work |
| 60 | White washing with lime to give an even shade:(Item Code HPPWDSR 2020-Chapter 13.37). New Work (three or more coats) (Item Code HPPWDSR 2020-Chapter 13.37.1) |
| 61 | Finishing walls with water proofing cement paint required shade:(Item Code HPPWDSR 2020-Chapter 13.44)New Work (Two or more costs applied @ 3.84 kg/10sqm)(Item Code HPPWDSR 2020-Chapter 13.44.1) |
| 62 | Providing and Fixing CI Sluice Valve 150mm ø 10.20 Kartar make(PN 1.0) i/c MS Flange of Table5 as per IS 6392-1971 of WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts. |
| 63 | Providing and Fixing CI Sluice Valve 125mm ø 10.20 Kartar make(PN 1.0) i/c MS Flange of Table5 as per IS 6392-1971 of WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts. |
| 64 | Providing and Fixing CI Sluice Valve 100mm ø 10.20 Kartar make(PN 1.0) i/c MS Flange of Table5 as per IS 6392-1971 of WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts. |
| 65 | Providing and Fixing CI Non Return Valve 100 mm ø 10.2 Kg/cm² Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 WT of 49.00 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts. |
| 66 | Providing and Fixing CI Non Return Valve 80 mm ø 10.2 Kg/cm² Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 WT of 49.00 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts. |
| 67 | Providing and Fixing CI Non Return Valve 65 mm ø 10.2 Kg/cm² Kartar make i/c MS Flange of Table as per IS 6392-1971 of 5 WT of 49.00 Kg & Welding of MS Flanges in two layers on both faces and & i/c carriages in all respects within all leads & lifts. |
| 68 | Interlink chain (Galvanized Steel Chain link Fence fabric) intended for various purposes confirming to IS 2721-2003, hot dip galvanized as per IS 4826:1979. The wire shall be Hot dipped galvanized heavy quoted, mass of zinc coating as per IS 4826-1979. The fencing material shall be made from steel wire, confirming to IS 280:2006, helical wound and interwoven in such a manner as to provide a continuous mesh without knots or ties except in the form of knuckling the ends of the wires to form both ends knocked selvage of the fabric. The width of the fabric shall be 0.90m, 1.20m, 1.50m, 1.80m, 2.00m, 2.50m and 3.00m or as per the requirement of the purchaser. The fabric shall be supplied in rolls of 5.0m, 10.0m, 15.0m, 20.0m and 25.0m or as per the requirement of the purchaser; of wire and mesh sizes as specified below150+5mm Mesh with nominal dia of mesh wire 5.00mm |
| 69 | Providing & Fixing reputed make\\" flexible steel water storage tank confirming to BIS 15961:2012 .Tanks outer wall shall be of corrugated profile Zincalumer Steel (Wall Sheet Corrugation 75 mm to 16 mm) with overlapp bolted panel, wall sheet elongation 18%, Tensile Strength 550 N/mm2. Pannel including vertical/curved surface fixed with polymer coated steel bolts and nuts with G.I. limpet washers (washers & seals material neoprene backed) or with G.I. filled with white lead as per EN ISO 10684:2004 with resistance class 8.8, Min. Yield Strength 640 N/mm2 & Tensile Strength 800 N/mm2, including the cost of vertical support and cutting to size and shape upto 1.00 mm thick with zinc coating not less than 286 gm/m². Further , P/F intermediate layer of Inside Liner/Membrane (made of PVC, compressed with multi-layer nylon mesh with options EPDM or Butyl Rubber, Non Sticky, Chemically Stabilized, U-V Stabilized, Anti Algae) having thickness of 0.75 mm and weight 900 GSM, Tensile Strength 6.5 kn/m,Elongation 55 % and UV Stability @500hrs 70% with anchoring sheet complete with ANSI/NSF61/BIS 15351:2015 certified HDPE liner .The Roof of the Tank shall be ( Flat Roof Type) with Roof Supporting Strcutures supported by rafters & trusses and covered pre coated galvanised iron sheets with 1mm thickness, Load bearing capacity of 300 kg/sqm, tensile strength 550 Mpa, 0.50 mm (+ 0.05 %) total coated thickness with zinc coating as per IS: 277 and epoxy primer on both side of the sheet and polyester top coat .Installation should be complete with requisite site civil works for bed preparation , accessories , Nozzle fitting For Outlet, Overflow & Inlet Pipe) will be completed with flanges and double back plate support to avoid load transfer on wall should be done as per the DPR & direction & Satisfaction of the engineer in -charge. Nozzle fixing Sealants should includes Strip Seal with Adhesion tensile 400 N, Adhesion Shear 12 N/mm2, insouluble in water.Including 0.15 m 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. (Item Code HPPWDSR 2020 - Chapter 2.8) All Kinds of soil : (Item Code HPPWDSR 2020 - Chapter 2.8.1) and 0.30 m for Foundation 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 40 mm nominal size) (Item Code HPPWDSR 2020 - Chapter 4.1.6) |
| 70 | Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer. |
| 71 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.(Item Code HPPWDSR 2020 - Chapter 10.31). |
| 72 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows(M.S. grill) (Item code HPPWDSR 2020- Chapter 14.29) |
| 73 | 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). (Item Code HPPWDSR 2020 - Chapter 9.53) |
| 74 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (Item code HPPWDSR 2020- Chapter 9.62)250x16mm. (Item code HPPWDSR 2020 Chapter-9.62.2) |
| 75 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :(Item code HPPWDSR 2020- Chapter 9.63)250x10 mm. (Item code HPPWDSR 2020 Chapter-9.63.1) |
| 76 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.(Item Code HPPWDSR 2020 - Chapter 12.41)110 mm diameter U-PVC pipes .(Item Code HPPWDSR 2020 - Chapter 12.41.2) |
| 77 | 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.(Item code HPPWDSR 2020- Chapter 10.17) |
| 78 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(Item Code HPPWDSR 2020 - Chapter 12.42). Single pushfit Coupler (Item Code HPPWDSR 2020 - Chapter 12.42.2) 110 mm Dia (Item Code HPPWDSR 2020 - Chapter 12.42.2.2) |
| 79 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(Item Code HPPWDSR 2020 - Chapter 12.42). Bend 87.5° (Item Code HPPWDSR 2020 - Chapter 12.42.5) 110 mm Dia Bend (Item Code HPPWDSR 2020 - Chapter 12.42.5.2) |
| 80 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.(Item Code HPPWDSR 2020 - Chapter 12.43).110 mm Dia.(Item Code HPPWDSR 2020 - Chapter 12.43.2) |
| 81 | Printing new lettters and figures of any shade with synthetic enamel black or any other approved colour to give n even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid for Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender