Public Administrative Department Government Departments Closing in 7 days TDR #58271678

Tender For Construction Of Night Shelter At Community Health Center Korav

Issued by Government Departments · Prayagraj, Uttar Pradesh
Tender Value
29.41 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
7 days left
EMD
59000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Prayagraj → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Night Shelter At Community Health Center Korav

BOQ

Name of Work:- CONSTRUCTION OF NIGHT SHELTER AT COMMUNITY HEALTH CENTER KORAV
Sl. No. Item Description
1Earth 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 th
2Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.as per DSR 2.27
3Providing and injecting chemical emulsion for pre-constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction surroundings of pipe sand conduits etc complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (Part-II-1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordance will be used as per DSR 2.35.3.1
4Providing 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 fine sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR Code No. 4.1.8
5Centering and shuttering including stutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. Foundations, footings, bases of columns, etc. for mass concrete As per DSR Code No- 5.9.1
6Providing 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 / 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, 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. Concrete of M25 grade with minimum cement content of 330 kg /cum Upto Plinth Level As Code No-5.33.1.1
7Centering and shuttering including stutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts. As per DSR Code No- 5.9.6
8Brick 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). As per DSR Code No- 6.1.2
9Centering and shuttering including stutting, propping etc. and removal of form for Lentels, beams, plinth beams, girders, bressumers and cantilevers, As per DSR Code No- 5.9.5
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 / 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, 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. Concrete of M25 grade with minimum cement content of 330 kg /cum Above Plinth Level upto floor V level As Code No-5.33.2.1
11Brick work with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2
12Half brick masonry with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level. cement mortar 1:4 (1 cement : 4 coarse sand ). As per Code No 6.13.2
13Centering and shuttering including stutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access plateform. As per DSR Code No- 5.9.3
14Providing 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 / 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, 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. Concrete of M25 grade with minimum cement content of 330 kg /cum Above Plinth Level upto floor V level As Code No-5.33.2.1
15Add for using extra cement in the items of design mix over and above the specified cement content therein As per DSR Code No- 5.35
16Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per Code No.- 5.22 .6 & 5.22A.6
17Providing and fixing ISI marked flush door shutter to IS-2202 (part 1) decorative type ,core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grain or cross band and face vennrs on both faces of shutters.Both side laminated 35mm thick including ISI marked stainless steel butt hinges with necessary screws as per DSR 9.20.1
18Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). As per DSR Code 10.13.1
19Painting 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 rdinary paint of approved brand and manufacture.As per DSR code 13.62.1
2012mm cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chafers,and or rounded angles not excedding 80mm in grith and finished even and smooth No.extra for mixing and additive.1-1Cement:6 Sand as per DSR 13.1.2
2112mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not excedding 80mm in grith and finished even and smooth. As per Code No 13.2.2
22Excavating, 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 As per DSR 2.25a
23Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plasterd wall surface even and smooth surface. As per Code No-13.80
24Finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers specifications two or more coats applied on wall @ 1.25ltr/10sqm over and i/c one coat of special primer applied @ .90litre/10sqm as per DSR 13.
25Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality confirming to IS:15622, of approved make, in colours white, ivory, grey, fume red brown, laid on 20 mm thick cement mortar 1:4 ( 1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grounting the joints with white cement and matching pigmrnts etc., complete. As per Code No-11.39
26Providing and fixing Ist 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. As per DSR Code No.8.31
27Providing and laying vitrified floor tiles in different sizes (thickness to be .specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, 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., complete.as per DSR 11.41.2 600mmx600mm size
28Providing & laying polished Granite stone flooring in required design and patterns in linear as well as curvillinear portions of the building all complete as per the architectural drawing with 18mm thick in salb/rises of steps,skirting,dado & pillers laid on 20mm thick base of cement 1:4 laid and jointed with cement slurry mixed with pigment to match the shade of slabs including rubbing and polishing completed.as per DSR 8.2.2.1 Polished granite stone slab jet black,cherry red,elite brown.cat eye or equivalent Lakhkha
29Providing and fixing of glass panes with putty and glazing clips in steel doors,windows,clerestory window all complete with 4.00mm thick glass pane as per DSR 10.30.1
30Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per Code No. 10.25.2
31Providing and fixing bright finished brass 100mm mortice latch and lock with 6 levers and a pair of lever handle of approved quality with necessary screw etc complete as per DSR 9.76
32Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R4 series with frame (115 mm & above) x (45 mm & above) & sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system. As per DSR 9.147.A5.3
33Making drip course in sun shade or FACIA as per direction of engineer in charge including supply of all materials labour etc.for proper completion of the work.as per DSR 5.30
34Providing 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.As per DSR Code No. 10.18
35Supply & fixing of retro reflective board
36Wiring point for Light with 1.5sq. mm. FR PVC insulated multistrand single core copper cable in PVC conduit with 1.5 sq.mm. FR PVC-insulated multistrand Copper conductor cable as earth wire drawn in side the conduit. Add for light/fans with moduler type
37Wiring point for Fan/light duty exhaust fan with 1.5sq. mm. FR PVC insulated multistrand single core copper cable in PVC conduit with 1.5 sq. mm. FR PVC-insulated multistrand Copper conductor cable as earth wire drawn in side the conduit. Add for light/fa
38Wiring point for plug with 1.5 sq.mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe Partly concealed in the wall and partly Laid in slab along with the reinforcement before concreting ,complete with 1.5sqmm. FRLS
39Supply fixing & concealing of PVC conduit in the wall including cutting of brick laying of conduit & fixing it with MS hooks & then plastering.with cement, sand,mortar finished to the level,with matching colour wash including cost of proper thrading of c
40Supply fixing & concealing of PVC conduit in the wall including cutting of brick laying of conduit & fixing it with MS hooks & then plastering.with cement, sand,mortar finished to the level,with matching colour wash including cost of proper thrading of c
41Supply & wiring of submains with 2 nos.2.5 sq.mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy gauge PVC conduit partly concealed in wall and partly laid in slabalong with the reinforcement before conc
42Supply & wiring of submains with 4 nos.10 sq.mm FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 40 mm dia heavy guage PVC conduit partly concealed in wall and partly laid in slab along with the reinforcement before conc
43Supply and fixing of 63 amp DP 30 mA ELCB/ RCCB of Din Rail mounting in DB complete in all respect with connections as required.
44Supply & fixing and making connection of 63 amp. 4P 30 mA ELCB/ RCCB of Din Rail mounting in complete in all respect as per direction and satisfaction to the Engineer in Charge.
45Supply & fixing of Batton/Angle holder including making connection etc. as required.
46Supply and fixing of 240 volts C Curve 6-32 amp SP miniature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CAT A
47Supply and fixing of 240 volts C Curve 63 amp 4P miniature circuit breaker (10 K A ) in existing MCB, DB complete with connections as required. CAT A
48Supply and fixing of flush/surface mounting 8 ways TPN distribution boards (Legrand Lexic) without MCB with additional metal door complete in all respects. As directed by engineer incharge. CAT A
49Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required. (for Air co
50Supply & Fixing of Moduler switch blanking plate for Moduler switch board.
51Supply and fixing One/Two module G.I box awlong with moduler base with cover plate. 1 or 2 Module (75mmX75mm)
52Supply and fixing One/Two module G.I box awlong with moduler base with cover plate. 3 Module (100mmX75mm)
53Supply and fixing One/Two module G.I box awlong with moduler base with cover plate. 8 Module (125mmX125mm)
54Supply fixing of electronic fan regulator 120-280 V. ISI marked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work.
55Supply of ceiling fans with fan mortar of AC permanent insulation ,capacitor rating confirming BEE 5 star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment.The rated voltage 220/240 volts 50hz,1-ph AC the fan assemble should con
56Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,
57Providing 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 where required : White Vitreous China Wash basin
58Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall wit
59Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutt
60Providing and fixing heel rest sanitary bend, in 100mm Centrifugally cast (spun) iron pipe S&S
61Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. Sand cast iron S&S as per IS : 3989
62Providing and fixing PLAIN JUNCTION of required degree Sand cast iron S&S as per IS : 3989
63Providing and fixing collar. Sand cast iron S&S as per IS - 3989
64Providing and lead caulked joint for cast iron pipe 100 Dia
65Providing and fixing cast iron trap of self cleansing design with cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 100 mm inlet and 100 mm outlet,Sand cast iron S
66Providing and fixing cpvc pipe i/c all complete on concealing work 15 mm dia nominal bore
67Providing and fixing cpvc pipe i/c all complete on concealing work 20 mm dia nominal bore
68Providing and fixing cpvc pipe i/c all complete on concealing work 25 mm dia nominal bore
69Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) 25mm dia, nominal bore
70Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore
71Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 15mm nominal bore
72Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15mm nominal bore
73Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. 15 mm nominal bore
74Providing and placing on terrace polythylene water storage tank IS 12701 marked with cover and suitable locking arrangement and making necessary hole for inlet outlet and overflow. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58271678
AUTHORITY Government Departments
TENDER VALUE 29.41 Lakhs
LAST DATE 05-11-2026
Authority
Authority Name Rural Engineering Department
Work Description Tender for Construction Of Night Shelter At Community Health Center Korav
Basic Detail
Tender No Notice no. 1191 Date 08-10-2026
Bidding Type Tender
Location
City Prayagraj
State Uttar Pradesh
Key Dates
Publish Date 29 Oct 2026
Submission Date 05 Nov 2026
Open Date 06 Nov 2026
Finance
Tender Value 29.41 Lakhs
Tender Fee 2500
EMD 59000
Exemption Not Available
Document List
BOQ_2276751.xls
ec911123-157f-4b71-b8f9-e8df1366c6a9.html
Tendernotice_1.pdf

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Tender Timeline

Oct 29, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Nov 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Nov 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

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xls

BOQ_2276751.xls

html

ec911123-157f-4b71-b8f9-e8df1366c6a9.html

pdf

Tendernotice_1.pdf

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