Tender For Construction Of Wtp, Pump House, Installation Of Pumps And Laying Of Pipelines From Under Construction Rwh At Kishorinagar In Oht At Ward No. 1.
Tender Value
1.42 Crore
Estimated cost
Bid Submission
28 Oct 2026
8 days left
EMD
2.85 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
North and Middle Andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Wtp, Pump House, Installation Of Pumps And Laying Of Pipelines From Under Construction Rwh At Kishorinagar In Oht At Ward No. 1.
BOQ
| Sl. No. | Item Description |
| 1 | Earth 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 for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 6 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 7 | All kinds of soil |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 9 | 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. |
| 10 | Beyond 30 cm girth upto and including 60 cm girth |
| 11 | Beyond 60 cm girth upto and including 120 cm girth |
| 12 | Beyond 120 cm girth upto and including 240 cm girth |
| 13 | Above 240 cm girth |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 15 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 17 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 18 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 19 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring/ water retaining structures by using 125 gram of synthetic Polyester triangular fibre for 50 kg cement used as per direction of Engineer-in-Charge. |
| 20 | 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 : |
| 21 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | 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: |
| 23 | 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) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 25 | Foundations, footings, bases of columns, etc. for mass concrete |
| 26 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 27 | Suspended floors, roofs, landings, balconies and access platform |
| 28 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 30 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 31 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 32 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 33 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 34 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 35 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover |
| 36 | Providing and fixing ball bearing for rolling shutters. |
| 37 | 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. |
| 38 | Electric resistance or induction butt welded tubes |
| 39 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 40 | Providing and fixing bolts including nuts and washers complete. |
| 41 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 42 | G.I. pipes |
| 43 | 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. |
| 44 | 40 mm thick with 20 mm nominal size stone aggregate |
| 45 | 12 mm cement plaster of mix: |
| 46 | 1:4(1 cement: 4 fine sand) |
| 47 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 48 | 1:3(1 cement: 3 fine sand) |
| 49 | 1:4(1 cement: 4 fine sand) |
| 50 | 6 mm cement plaster of mix: |
| 51 | 1:3(1 cement :3 fine sand) |
| 52 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 53 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 54 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 55 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: |
| 56 | New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 57 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 58 | Two or more coats on new work |
| 59 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 60 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 61 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: |
| 62 | Two or more coats on new work |
| 63 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 64 | Two coats |
| 65 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work |
| 66 | PN - 10 Pipe, 110 mm OD (SDR-11) |
| 67 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 68 | 50 mm dia nominal bore |
| 69 | 65 mm dia nominal bore |
| 70 | 80 mm dia nominal bore |
| 71 | 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 : |
| 72 | 50 to 80 mm nominal bore |
| 73 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 74 | 50 mm nominal bore |
| 75 | 65 mm nominal bore |
| 76 | 80 mm nominal bore |
| 77 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 78 | 65 mm nominal boreHorizontal |
| 79 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : |
| 80 | 65 mm diameter pipe |
| 81 | 80 mm diameter pipe |
| 82 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 83 | 65 mm nominal bore |
| 84 | 80 mm nominal bore |
| 85 | Providing and laying hollow cement concrete block walling 200mm thick consisting hollow block of size 400 x 200x200mm of mix 1:3:6(1cement :3 coarse sand:6 graded stone agg. 10mm nominal down size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6(1cement : 6 coarse sand). |
| 86 | Upto floor five level |
| 87 | 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 stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 88 | Providing and fixing in position aluminium sheet (100x2mm) as per design for expansion joints. |
| 89 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 90 | 100 mm dia nominal bore |
| 91 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping aluminium screws (Xylan) of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 92 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): |
| 93 | 100 mm nominal bore |
| 94 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling /self tapping aluminium screws complete |
| 95 | Pre-painted galvalume (PPGL) Steel Ridges plain (500 - 600mm) |
| 96 | 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 : |
| 97 | 1:1.5:3 (1 cement : 1.5 mainland river sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 98 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 99 | 1:1.5:3 (1 cement : 1.5 mainland river sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 100 | Reinforced cement concrete work in beams, suspended foors, 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 foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 mainland river sand derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 101 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 mainland river sand), cost of required Centering complete. |
| 102 | 1:1.5:3 (1 cement : 1.5 mainland river sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 103 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 mainland river sand), cost of required centering, shuttering complete: |
| 104 | 1:1.5:3(1 cement: 1.5 mainland river sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 105 | Cement concrete flooring 1:2:4 (1 cement : 2 mainland river sand (zone-III): 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. |
| 106 | 40 mm thick with 20 mm nominal size stone aggregate |
| 107 | Providing and laying PVC Hole in reinforcement slab. |
| 108 | 15 mm nominal bore |
| 109 | Supplying and filling in plinth with pulverized sand under floors, including watering, ramming, consolidating and dressing complete. |
| 110 | Providing and filling of filter media in filter bed unit with (the rate is inclusive of all materials, labours & scaffolding involve including lead & lift) |
| 111 | Stone aggregate of size 40 mm including levelling dressing all complete. |
| 112 | Stone aggregate of size 20 mm including levelling dressing all complete. |
| 113 | River sand of minimum size 1.80 mm to 2.36 mm i/c levelling, dressing all complete |
| 114 | Extra for providing and fixing wind ties of 40x 6 mm flat aluminium section. |
| 115 | Providing and fixing in position eaves or facia board with 18mm thick 30cm wide UPVC Solid board including fixing with nuts and bolts etc, all complete as per the direction of Engineer-in-charge. |
| 116 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materi |
| 117 | 1.5 mtr to 3.00 mtr |
| 118 | 3.00 to 4.50 mtr |
| 119 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 120 | 100 mm nominal bore. |
| 121 | Providing and fixing PPR flange with core (Stub END) including SLIP ON piece as per direction of Engineer-in-charge. |
| 122 | PPR flange 110mm dia |
| 123 | Providing and laying G.I double flanged pipe and including testing of joints as per the direction of Engineer-in-charge. |
| 124 | 65mm diameter pipe |
| 125 | 80 mm diameter pipe |
| 126 | Making connection of PPR distribution branch with PPR main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: |
| 127 | 110x90x110 mm nominal bore |
| 128 | Providing and fixing PPR Union. |
| 129 | PPR Union 110 mm |
| 130 | Providing and fixing PPR Elbow 90\\" of approved quality. |
| 131 | PPR Elbow 110 mm |
| 132 | SITC of pump set with water cooled diesel engine equivalent to Kirloskar make 3R1040, 38 HP, with suitable RPM coupled with water pump equivalent to Kirloskar make, model DSM 65/32A, suitable stage with std C.I impeller having suction and delivery of 80mm x 65 mm with a minimum discharge of 77 cum/hr at a head of 65 mtrs including base frame with foundation bolts and nuts, coupling assembly , C.I foot valve 80 mm etc, fuel tank assembly with bracket of minimum 150 litres capacity, 1X12 Volts 180 AH battery (Exide/ SF) with cables and stand, silencer pipe, part catalogue, SFC & environment friendly certificate, standard tools etc as required. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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