Public Administrative Department Local Bodies Closing in 0 days TDR #56021952

Tender For Ward No 1 Shop Construction Work

Issued by Local Bodies · devprayag, Uttarakhand
Tender Value
1.73 Crore
Estimated cost
Bid Submission
30 Jun 2026
0 days left
EMD
3.47 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
devprayag → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Ward No 1 Shop Construction Work

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 20-Jun-2026 Corrigendumdev Technical Bid 30-Jun-2026

BOQ

Name of Work:- Ward No 1 Shop Construction
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) I 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.All kinds of soil.
2Extra for every additional lift of 1.5 m or part thereof in excavation I banking excavated or stacked materials.All kinds of soil 1.5 m to 3.0 mtr (1 Lift)
3Filling 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 lift upto 1.5 m
4Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1 % concentration
5Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
6Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
8Providing and laying damp-proof course 40 mm thick with cement concrete 1 :2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)
9Making plinth protection 50 mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm 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.
10Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
11Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I 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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-5000 or more.
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-5000 or more.
14Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
15Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
16Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
17Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
18Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
19Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1 :6 (1 cement: 6 coarse sand)
20Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1 :6 (1 cement: 6 coarse sand)
21Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1 :4 (1 cement :4 coarse sand)
22Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars at every third course of half brick masonry.
23Supplying 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.80x1 .25 mm M.S. laths with 1.25 mm thick top cover
24Extra for providing mechanical device chain and crank operation for operating rolling shutters.Exceeding 16.80 sqm in area
25Providing 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 Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 1200 mm
26Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
27Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
28Providing gola 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement: 3 fine sand) as per standard design : In 75x75 mm deep chase
29Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
30Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter
31Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Coupler 110 mm
32Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Bend 87.5° 110 mm
33Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Shoe (Plain) 110 mm
34Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1 :4 (1 cement: 4 coarse sand) and making good the wall etc. complete.110 mm
356 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
3612 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
3715 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)
38Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
39Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
40Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
41Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
42Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
43Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
44Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge.The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @ 0.70 kg per sqm per coat
45Wiring for lightpoint/fanpoint/exhaust fan point/callbell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC 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 GroupC
46Wiring 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 corecable 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.GroupC
47Wiring for light/ power plug with 2X4 sq. mmFRLS PVC insulated copper conductor single corecable in surface/recessed medium class PVCconduit alongwith 1 No. 4 sq. mm FRLS PVCinsulated copper conductor single core cable forloop earthing asrequired
48Wiring for circuit/submain wiring alongwith earthwire with the following sizes of FRLS PVCinsulated copper conductor, single core cable insurface/ recessed medium class PVC conduit asrequired 2X2.5sq.mm+1 X2.5sq.mm earthwire
49Wiring for circuit/submain wiring alongwith earthwire with the following sizes of FRLS PVCinsulated copper conductor, single core cable insurface/ recessed medium class PVC conduit asrequired 2 X 6 sq. mm + 1 X 6 sq. mm earthwire
50Supplying and fixing suitable size GI box withmodular plate andcover in front on surface or inrecess, including providing andfixing 3 pin 5/6 Amodular socket outlet and 5/6 A modular switch,connections etc. as required.
51Supplying and fixing suitable size GI box withmodular plate andcover in front on surface or inrecess, including providing and fixing 6 pin 5/6 &15/16 A modular socket outlet and 15/16 Amodular switch, connections etc. as required
52Supplying and fixing 5 A to 32 A rating, 240/415 V,10 kA, \\"C\\" curve, miniature circuit breaker suitablefor inductive load of following poles in the existingMCB DB complete with connections ,testing and commissioning etc.as required Singlepole
53Supplying and fixing following way, single poleand neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted includingearthing etc. as required. (Butwithout MCB/RCCB/Isolator) 6 way , Doubledoor
54Supplying and fixing following rating, double pole,240 V, isolator in the existing MCB DB completewith connections, testing and commissioning etc.as required 40 Amps
55Supply of surface Mounted Energy Efficient, LED luminairies 18 W LED Down Light suitable for 220 V single phase supply complete with driver circuit i/c making connections etc as required As per LUKER Cool Day Light Aluminium circular LED surface ceiling light LUKER (LNPSRR18) or equivalent
56Supply of surface Mounted Energy Efficient, LED luminairies 12 W LED Down Light (Round/Square) complete with all accessories as required As per JAILUX cool day light aliminium square LED surface ceiling light JAILUX (JLT-12W)
57Supply of LED luminairies BATTEN 20W LED Tube Light complete with all accessories as required As per Haveeles 20 watt/2000 lumen 5700 KLED Tube light havelles
58Supply, 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 (CMM/W) minimum 6.85,Air delivery minimum 215 CMM,350RPM ( 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 230V,50Hz, single phase AC supply, earthing etc. complete as required.
59Installation, testing and commissioning of pre wired, fluorescent fitting / compact fluorescent fitting of all types,complete with all accessories and tube/lamp etc. directly onceiling/ wall, including connections with 1.5 sq. mm FRLS PVC Insulated, copper conductor, single core cable and earthing etc.as required
60Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56021952
AUTHORITY Local Bodies
TENDER VALUE 1.73 Crore
LAST DATE 30-06-2026
Authority
Authority Name Nagar Palika Parishad
Work Description Tender For Ward No 1 Shop Construction Work
Basic Detail
Tender No npp154-2026-2027
Bidding Type Tender
Location
City devprayag
State Uttarakhand
Key Dates
Publish Date 20 Jun 2026
Submission Date 30 Jun 2026
Open Date 01 Jan 0001
Finance
Tender Value 1.73 Crore
Tender Fee 5000
EMD 3.47 Lakhs
Exemption Not Available
Document List
1d7f1671-3532-401d-a805-d2a0f10ed332.html
ATCdev.pdf
BOQ_114211.xls
Tendernotice_1 (9).pdf

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Tender Timeline

Jun 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 30, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed

Tender Documents

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html

1d7f1671-3532-401d-a805-d2a0f10ed332.html

pdf

ATCdev.pdf

xls

BOQ_114211.xls

pdf

Tendernotice_1 (9).pdf

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