Tender For Construction Of Uttar Saralpara Fv Pwss (Activity Code-128768851) Under The Award Of 15Th Fc (Tied Grant) For The Year 2025-26 During 2026-27.
Tender Value
1.70 Crore
Estimated cost
Bid Submission
15 Oct 2026
18 days left
EMD
3.40 Lakhs
Bank guarantee accepted
Document Fee
3400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kokrajhar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Uttar Saralpara Fv Pwss (Activity Code-128768851) Under The Award Of 15Th Fc (Tied Grant) For The Year 2025-26 During 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | A.Installation of Deep Tube WellPreparation of site for placement of the drilling rig including excavation of mud pit, circulation drain, collection chamber etc. all complete as directed. |
| 2 | Movement of Rig from the Divisional Head Quarter to the drilling site including cost of P.O.L. all complete as directed. |
| 3 | Transportation of all ancillary equipments, camp materials, welding set, rig accessories etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed.(a) Upto 100.00 Km distance from Divisional H.Q. |
| 4 | Transportation of all store materials like pipes, strainer, cone, socket etc., |
| 5 | Transportation of air compressor from the Divisional Head Quarter to the drilling site with all accessories including cost of P.O.L. all complete as directed.(a) Upto 100.00 Km distance from Divisional H.Q. |
| 6 | Transportation of P.O.L. all complete as directed. |
| 7 | Construction of temporary accommodation and low cost sanitary facility for drilling staff including cost of camp materials viz. cots, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accommodation after completion of the work all complete as directed. |
| 8 | Providing water supply facilities at drilling site all complete as directed.(a) By installing 1 Nos. of Singur hand pump |
| 9 | Drilling with drill bit in overburden portion of soil formation including collection of soil sample at every 3.0 m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300 mmm dia drill bit |
| 10 | Casing / sinking / lowering of 200 mm dia MS pipe including cost of pipe and labour charge for casing, welding of joint by welding machine and sinking by drilling rig in portion all complete as directed by department. |
| 11 | Drilling of bore well by using drilling rig having ODEX system of boring by drilling size 114 mm to 170 mm |
| 12 | B.Raw Water Pumping mainProviding and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.8 80 mm dia nominal bore |
| 13 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :18.13.2 50 to 80 mm nominal bore |
| 14 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required:80 mm dia |
| 15 | C.Solar Submersible PumpProviding, installation and commissioning Solar Submersible pump (with different heads) with Power unit (Solar Modules) Controller, Moudule mounting, Structure, Tracking (Manual Sun tracking system), 3 core cable, earting, lighting protection. Civil work (excavation and installation of base for panels), miscellaneous accessories, Solar module cleaning system, all items conforming to relevant IS/IEC standards with warranty of 5 years and transportation to Guwahati, Assam for the following capacity as directed by department and subjected to SoPs. guidelines issued from department.7.5 HP |
| 16 | D.Rapid Sand Filter with Aeration systemEarth 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.2.8.1 All kinds of soil. |
| 17 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 19 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). |
| 20 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4 Hot rolled deformed bars |
| 22 | 5.22.1 Mild steel and Medium Tensile steel bars |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 24 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 25 | 5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for :4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,kerbs and steps etc. |
| 27 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 28 | 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, shuttering, finishing and reinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 29 | 5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20% |
| 30 | 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 31 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 33 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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) |
| 34 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 35 | 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.13.52.1 On steel work |
| 36 | Annexure-AEarth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift up to 1.5 m all complete including dewatering as directe including bailing out water where necessary.(b) Blastic land, tillah soil, hard soil, soil mixed with moram gravel and boulders upto one man size |
| 37 | Labour charge for carrying and laying in position in trenches P.V.C. pipes with specials in lines and level including cutting the pipes where necessary and providing joints to pipes and specials with jointing materials such as cement lubricant afterroughening the surfaces including the cost of jointing materials and testing the joints all complete as directed(c) 63 mm dia |
| 38 | Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints).(d) 150 mm dia |
| 39 | Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed.(h) 80 mm dia |
| 40 | (g) 65 mm dia |
| 41 | Making and Supplying of UPVC perforated laterals of 50mm dia and 60 cm long by making hole of 5mm dia at a spacing of 8 cm centre to centre in two lines at 60’ with the centre of the pipe and threading at both ends and supplying, fitting and fixing 40mm dia U.P.V.C. threaded End Plug at one end, the other end to be fitted with a UPVC threaded nipple of 75 mm long properlyembedded in RCC cover slab all complete as directed. |
| 42 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 43 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 44 | Supplying and placing of filter gravelSupplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as givenbelow as per IS 8419 (Part-I) : 1977 all complete as directed.(a) Size from 2 mm to 6 mm |
| 45 | (b) Size from 7 mm to 12 mm |
| 46 | (c) Size from 13 mm to 25 mm |
| 47 | (d) Size from 25 mm to 32 mm |
| 48 | (e) Size from 33 mm to 40 mm |
| 49 | Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed. |
| 50 | Materials for internal connection between TP & UGR including Back wash arrangement, Aeration arrangement etc., |
| 51 | D.Cost of Underground clear water sumpEarth 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.2.8.1 All kinds of soil. |
| 52 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 53 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 54 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4 Hot rolled deformed bars |
| 55 | 5.22.1 Mild steel and Medium Tensile steel bars |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 57 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 58 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 59 | 5.9.7 Stairs, (excluding landings) except spiral-staircases |
| 60 | 5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 61 | 5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 62 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 63 | 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 64 | 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 staircases 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 incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%) |
| 65 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 66 | 12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 fine sand) |
| 67 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 68 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 69 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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) |
| 70 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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. |
| 71 | E.Chemical Dosing (ElectroChlorinator with Test Kit)Supply, Installation, testing & commissioning of CHEMINJECT chemical Feed Pump (Vhemical Dosing Pump) of 6 ltr. Capacity @ 6 Kg/cm2 complete with PVC solution tank, mixing container & electrical wiring with panel board, fitting & fixing at site with suction and discharge tubing |
| 72 | F.Clear Water Pumping main 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.2.8.1 All kinds of soil. |
| 73 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 74 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 75 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4 Hot rolled deformed bars |
| 76 | 5.22.1 Mild steel and Medium Tensile steel bars |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 78 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 79 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges |
| 80 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 81 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 82 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. |
| 83 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 84 | 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. |
| 85 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 86 | 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 for separately).9.1.2 Sal wood |
| 87 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)9.5.1 Second class teak wood9.5.1.1 35 mm thick shutters |
| 88 | Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete:12.13.5 Barge boards |
| 89 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 90 | 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.11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 91 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.11.41A.2 Glazed vitrified floor tiles polished finish of size11.41A.2.1 Size of Tile 600 x 600 mm |
| 92 | 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 93 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick |
| 94 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 95 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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) |
| 96 | Applying priming coat:13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 97 | 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.13.52.1 On steel work |
| 98 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :9.96.1 300x16 mm |
| 99 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.97.4 150x10 mm |
| 100 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.100.1 125 mm |
| 101 | F.Solar Submersible PumpProviding, installation and commissioning Solar Submersible pump (with different heads) with Power unit (Solar Modules) Controller, Moudule mounting, Structure, Tracking (Manual Sun tracking system), 3 core cable, earting, lighting protection. Civil work (excavation and installation of base for panels), miscellaneous accessories, Solar module cleaning system, all items conforming to relevant IS/IEC standards with warranty of 5 years and transportation to Guwahati, Assam for the following capacity as directed by department and subjected to SoPs. guidelines issued from department.7.5 HP |
| 102 | G.Clear Water Pumping MainProviding, laying, testing & commissioning of 'B' class heavy duty G.1. pipe (AOR) conforming to IS 1239 Including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc and fixing the pipe with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required UGR to OHR 65 mm |
| 103 | 80 mm |
| 104 | Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 16 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required 80 mm dla |
| 105 | 65 mm dia |
| 106 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in (DSR) cement mortar 14 (1 cement 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1 2:4 mix (1 cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1 5 10 (1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 13 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design18.34.1 With common burnt clay F. P.S.(non modular) bricks of class designation 7.5 |
| 107 | H.RCC Elevated Service Reservoir with 16 m. stagingEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.7.1 Ordinary rock |
| 108 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:11.1.2 1:6 (1cement : 6 coarse sand) |
| 109 | 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:4.2.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 110 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level..5.22.4 Hot rolled deformed bars |
| 111 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20.1 All works upto plinth level :4.20.1.4 Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 112 | 4.20.2 All works above plinth and upto floor V level4.20.2.4 Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 113 | 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, shuttering, finishing and reinforcement :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 115 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 116 | 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 117 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 118 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. |
| 119 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 120 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.10.16.1 Hot finished welded type tubes |
| 121 | Providing bamboo scaffolding with Jati and Bhaluka bamboo adequately strengthened to withstand the weight of the structure and live load at different stages of work Including cost of ropea, plank, nail etc. all complete |
| 122 | Supply, erection, jointing, testing & commissioning of different dia GI pipe in inlet, Delivery, Overflow and Wast pipe for the ESR with all units, bolts, gasket and painting etc. all complete as directed and specifieda) Delivery Pipe |
| 123 | b) 80 mm dia G.I. pipe |
| 124 | c) Wash Line |
| 125 | CAST IRON NON-RETURN VALVE FLANGED TYPE (ZOLOTO or Equivalent) Conforming to IS 5312 1984 Part-1 Swing type with Natural Rubber Flap, Flanges Drilled to IS 1538 PN-1.0100 mm dia |
| 126 | 80 mm dia |
| 127 | Labour charge for carrying, placing in position, fitting and fixing CI sluice valve (with wheel & cap) C.I. reflex valve complete with supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. (the tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints)100 mm dia |
| 128 | 80 mm dia |
| 129 | Providing, fitting and fixing 450 mm dia, 90 mm thick CI Main hole cover and frame of 58 Kg weight complete as directed & specified |
| 130 | Float operated water level indicator for the reservoir having the range of 0-50 M³ with least count of 5 m³ complete with float, scale, pully, nylon chord, M.S frame etc and including calibration of the scale, all complete as directed. |
| 131 | Supplying, fitting and fixing of lightening aeroster system at roof of the reservoir including conductor strip and 2 nos. plate earth station etc. complete as directed & specified. |
| 132 | I.Cost of Distribution NetworkSupplying, fitting, fixing, testing & commissioning of HDPE pipe of PE 100 PN 6 DN with fittings & specials all as directed by the department63 mm dia HDPE Pipe |
| 133 | 75 mm dia HDPE Pipe |
| 134 | 90 mm dia HDPE Pipe |
| 135 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.18.12.8 80 mm dia dia nominal bore |
| 136 | 18.12.7 65 mm dia nominal bore |
| 137 | 18.12.6 50 mm dia dia nominal bore |
| 138 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:18.13.2 50 to 80 mm nominal bore |
| 139 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 -rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required11.2 50mm dia |
| 140 | 11.3 65mm dia |
| 141 | Supplying, fixing, testing and commissioning of double flanged sluice valve PN 1.6 -rating conforming to IS 780 of following sizes as required11.2 80 mm dia |
| 142 | 11.3 65mm dia |
| 143 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately): 18.59.1 50 mm dia |
| 144 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in ) cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), l/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 145 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :18.41.8 80 mm diameter pipe |
| 146 | 18.41.7 65 mm diameter pipe |
| 147 | 18.41.6 50 mm diameter pipe |
| 148 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 149 | I.Construction of guest House cum Storing og materialsEarth 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.2.8.1 All kinds of soil. |
| 150 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 151 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 152 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4 Hot rolled deformed bars |
| 153 | 5.22.1 Mild steel and Medium Tensile steel bars |
| 154 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 155 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 156 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 157 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges |
| 158 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.3A 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate(RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%) |
| 159 | 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:4.2.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 160 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 161 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 162 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. |
| 163 | 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 for separately).9.1.2 Sal wood |
| 164 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)9.5.1 Second class teak wood9.5.1.1 35 mm thick shutters |
| 165 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)9.5.2 Kiln seasoned and chemically treated hollock wood9.5.2.1 35 mm thick shutters |
| 166 | 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 167 | 15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 (1 cement: 4 coarse sand) |
| 168 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). |
| 169 | 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.11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 170 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.11.6.1 18 mm thick |
| 171 | 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. |
| 172 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 173 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 174 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.9.3.1 Sal wood |
| 175 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).12.26.1 6 mm thick Cement fiber board as per IS: 14862 |
| 176 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. |
| 177 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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. |
| 178 | Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete:12.13.5 Barge boards |
| 179 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 180 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 181 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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) |
| 182 | Applying priming coat:13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 183 | 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.13.52.1 On steel work |
| 184 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 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):21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 185 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.26.38.3 75mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 186 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings andbrackets, cutting and making good the walls and floors wherever required :17.3.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 187 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 188 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 189 | Poly propylene- Random Co-Polymer (PPR) pipes PN-10 |
| 190 | S.C.I. S&S heel rest sanitary bend 100 mm dia |
| 191 | Equal Tee for 22 mm outer dia SS pipe of grade 316L as per IS and conforming to EN-10312 standard |
| 192 | HDPE Pipe Coupler 120 mm dia |
| 193 | MS perforated Hot Dipped Galvanized cable tray Bend 100 X 50 X 1.6 mm |
| 194 | Construction of cement concrete junction chamber |
| 195 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :9.96.1 300x16 mm |
| 196 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.97.4 150x10 mm |
| 197 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :9.100.1 125 mm |
| 198 | J.Site DevelopmentClearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 199 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.2.33.1 Beyond 30 cm girth upto and including 60 cm girth |
| 200 | 2.33.2 Beyond 60 cm girth upto and including 120 cm girth |
| 201 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. |
| 202 | K.Compound Fencing (Boundary brick wall)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.2.8.1 All kinds of soil. |
| 203 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 204 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 205 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4 Hot rolled deformed bars |
| 206 | 5.22.1 Mild steel and Medium Tensile steel bars |
| 207 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 208 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 209 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts |
| 210 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 211 | 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 212 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 213 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. |
| 214 | 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 215 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.13.2.1 1:4 (1 cement: 4 fine sand) |
| 216 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 217 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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) |
| 218 | 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 |
| 219 | 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.13.52.1 On steel work |
| 220 | L. Compound Electrification and lifgtingWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheel, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single coreCable etc as required1.1.1 Group A |
| 221 | 1.1.2 Group B |
| 222 | 1.1.3 Group C |
| 223 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 224 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.1 Group A |
| 225 | 1.55.2 Group B |
| 226 | 1.55.1 3 Group C |
| 227 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.1.55.1 Group A |
| 228 | 1.55.2 Group B |
| 229 | 1.55.3 Group C |
| 230 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.7.1.1 Upto 35 sq. mm |
| 231 | 7.1.2 Above 35 sq. mm and upto 95 sq. mm |
| 232 | 7.1.3 Above 95 sq. mm and upto 185 sq. mm |
| 233 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC Insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 234 | Installation, Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 235 | Installation, testing and commissioning of pre-wired, fluorescent fitting /compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 236 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 |
| 237 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/coke and salt) as required. |
| 238 | Supplying, installation, testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.15.4.3 3 output (loutput per phase) and suitable for three phase supply |
| 239 | M.Approach Road with Box CulvertProviding, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 240 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 241 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 242 | N.Detailed SurverDetailed surveying for commissioning including cost of materials, labours of higher charge of dumpty level etc. |
| 243 | O.T&P MaterialsHEAVY DUTY PIPE WRENCH IS: 4003 PART-II 1986(d) 350 mm long suitable for 50mm pipe |
| 244 | (e) 450 mm long suitable for 65mm pipe |
| 245 | (f) 600 mm long suitable for 75mm pipe |
| 246 | CHAIN PIPE WRENCH IS: 4123 1986(a) 900 mm long suitable for 100mm pipe |
| 247 | (b) 1000 mm long suitable for 150mm pipe |
| 248 | MISCELENEOUS TOOLS(a) Connector Screw Driver 901 (Taparia) |
| 249 | (b) 200mm Screw Driver 825 (Taparia) |
| 250 | (c) 300mm Screw Driver 829 (Taparia) |
| 251 | (d) 400mm Screw Driver 930 (Taparia) |
| 252 | (e) 800gm Ball Pane Hammer (Taparia) |
| 253 | (g) Hacksaw Frame with Blade |
| 254 | bb) Table |
| 255 | (ay) Chair |
| 256 | P.Trial RunTrial Run of scheme including training and maintenance of staff under Pilingkata PWSS (Rate as per Annexure-I) |
| 257 | Q.Construction of internal footpath, drain & Apron in side the schemeDry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 258 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.4.20A.1 All works upto plinth level4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 259 | 12 mm cement plaster of mix :13.1.1 1:4 (1 cement: 4 fine sand) |
| 260 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. |
| 261 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermobonding a draining core - HDPE geonet comprises of two sets of parallel overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery,materials, labour etc. complete and as directed by Engineer - In - Charge. |
| 262 | R.Laying of G.I. pipe for distribution network at Road crossing by horizontal boringSupplying with all necessary materials including Labour charge for making bore hole of 250/200/150/100 mm dia horizontally for laying of distribution G.I. Pipeline boring minimum 1.00m below the side bam without distributing the traffic at busy PWD road (by hand boring) and withdrawing the drilling pipe for inserting different dia G.I. pipe including cutting, threading & fitting & fixing of G.I. pipe all complete & commissioning including collecting of boring tools & other boring materials as per direction of the Depttb) 80 mm dia |
| 263 | c) 65 mm dia |
| 264 | S.Construction of low cost sanitary toilet at TP siteEarth 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.2.8.1 All kinds of soil. |
| 265 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 266 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.4 Hot rolled deformed bars |
| 267 | 5.22.1 Mild steel and Medium Tensile steel bars |
| 268 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 269 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 270 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 271 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 272 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. |
| 273 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). |
| 274 | 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.11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 275 | 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. |
| 276 | Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with EPDM rubber / neoprene 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):21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 277 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 278 | 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.1 1:4 (1 cement: 4 fine sand) |
| 279 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer |
| 280 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 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) |
| 281 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :9.66.1 125 mm |
| 282 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete. |
| 283 | Poly propylene- Random Co Polymer (PPR) pipes PN-10 |
| 284 | S.C.I. S&S heel rest sanitary bend 100 mm dia |
| 285 | HDPE Pipe Coupler 120 mm dia |
| 286 | T.Installation, supply & fabrication of Sign BoardSupply, Fabrication, Installation, painting and lettering complete etc of Sign Board as per drawing enclosed including supplying all necessary materials, earth work in excavation, C.C. works etc all complete as directed by the Deptt |
| 287 | Cost for Sub-soil investigation for ESR of different capacity OHR. |
| 288 | V.Supplying including installation, testing and commissioning of Air/Water Cooled Diesel Generator setSupplying including installation, testing and commissioning of Air/Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f. mounted on a 1) M.S Fabricated base frame, 2) M.S. fuel tank of required capacity., 3) Residual Silencer, 4) AMF Control Panel 5) Suitable batteries with lead., 5) First fill of lube oil, 6) Acoustic Enclosure complete with all accessories as specified and directed by the Engineer in-charge conforming to IS comprising the Technical Specification. as per manufacturer. (RANGE FROM 5 KVA TO 625 KV) Kirloskar green/bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer or equivalent alternator KVA-PHASE- Approx size- Approx Wt - COOLING140.00 15-1-1770x1050x1550-900 Kg- A/C |
| 289 | W.Cost of House Service ConnectionEarthwork in excavation for pipe line (both for connection in the distribution line and service connection) including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc and removal of surplus earth as directed and specified |
| 290 | Providing PVC Saddle Piece of average size 110 mm ranging from 63mm to 140mm) and make Supreme or equivalent x 15 mm (ie including the cost of all required labour and materials, making holes in the distribution pipe, and including all taxes and duties as applicable, all complete as directed and specified |
| 291 | Providing 15 mm dia bronze ferrule cock (PN-16) conforming to IS 2692 (1989) as ammended and make Zoloto or equivalent including the cost of labour and materials, connecting to the saddle piece, and including all taxes and duties as applicable, all complete, as directed and specified |
| 292 | Providing and fixing 3 layer (Outer green / GREY coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PP-R (Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS 15801-2008 including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages.(A) Exposed or in trenchesSFMC/ FUSION/Wetflow, Kisan brand or other brand ofb) PN-16 Pipe, 20 mm OD, SDR-7.4 |
| 293 | Construction and installation of R.C.C Hydrant Pillar of size 100mm x 100 mm, height 1200 mm with 6 mm rod embeded to RCC Post in proportion 1 15 3 with 4 nos 10 mm rod and 6 mm stirrup @ 150 C/c and fixing 15 mm dia PPR pipe to the hydrant, with 6 mm rings embedded in concrete for anchoring inclusive of cost of transportation to site. |
| 294 | Supplying fitting and fixing PVC Bib cock |
| 295 | Adding 1% contingency of total amnt. Rs.16,83,2389.00 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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