Housing Urban and Rular Development Government Departments Closing in 13 days TDR #56614370

Tender For Proposed Sub-Health Centre At Bhatpal In Cancona Constituency.

Issued by Government Departments · goa, Goa
Tender Value
41.14 Lakhs
Estimated cost
Bid Submission
13 Aug 2026
13 days left
EMD
82287
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Proposed Sub-Health Centre At Bhatpal In Cancona Constituency.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 30-Jul-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 13-Aug-2026

BOQ

Name of Work:- Proposed Sub-Health Centre at Bhatpal in Cancona Constituency.
Sl. No. Item Description
1Clearing grass and removal of rubbish upto adistance of 50 m outside the periphery of the area
2Felling trees of girth (measured at a height of 1. m.Above ground level) inluding cutting of trunks andbranches removing the roots stacking the serviceable material and disposal of unserviceablematerial for all leads :Beyond 30 cm and upto 60 cm girth
3Beyond 60 cm and upto 120 cm girth
4Earthwork in excavation by mechanical means(hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding asdirected in :a) All kinds of soil
5Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundationpipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing ofsides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposalof surplus excavated soil as directed within a lead of 50m a) All kinds of soil
6All types of Ordinary rock including all types of laterite rock, blasting prohibited
7Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out theexcavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Extra for additional depth of 1.5 m or part thereof in:a) All types of soil
8Refilling the pipeline/ foundation trenches plinth sides, foundation etc. with available excavated earthin layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 Mand all lifts and disposal of surplus earth as directed by Engineer in Charge.
9Rate Analysis:- Transportation and carriage of materials Tipper truck including loading unloading and staking .Earth beyond 5km
10Half brick masonry in cement mortar 1:3 (1cement : 3 coarse sand) with bricks of class designation 75 kg /cm2. Upto floor V level.
11Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and otherfoundations complete.
12Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4coarse sand) in foundation and basement
13Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand .Extra for laterite masonry in all sizes insuperstructure from floor I level upto floor V level.
14Providing & laying cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size)excluding cost of centering, shuttering andfinishing in:a) All works upto plinth level
15Providing and laying upto floor five level precast cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) including hoisting and setting in position in cementmortar 1:3 (1cement : 3 Coarse sand) includingsmooth finishing the exposed surfaces, withcement mortar 1:3 (1 cement: 3 finesand)including centering and shuttering etc.String courses, copings, bed plates, anchor blocks, plain window sills and the like.
16Moulding in cornices, window sills etc. not exceeding 15 cm girth.
17Providing & laying damp proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2coarse sand: 4 graded stone agg 12.5 mm nominal size).
18Applying a coat of hot bitumen (maxphalt 80/100 or equivalent) using 1.5 kg/sq.m. On damp proof course after cleaning the surface with brushes and finally with a piece of clothlight soaked in bitumen.
19Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mmnominal size well rammed and consolidated and grouted with fine sand including finishing thetop smooth.
20Providing and laying in position ready mixed concrete (RMC) with usage of OrdinaryPortland Cement manufactured in fully automatic batching plant and transported to siteof work in transit mixer for a lead upto 10kmshaving continuous agitated mixer, manufactured as per mix design of specified grade forreinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site oflaying, excluding the cost of centering,shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength durability as per the directions of the engineerin-charge. All works upto floor V level Extra for carriage of R.M.C. beyond the initial lead of 10 kms iv)M-25 grade of concrete
21Centering & shuttering including Strutting, Propping & removal of forms for :i) Foundations, Footings, Bases for columns
22iii) Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan)
23iv) Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, bressumers and Lintels plinth beams not exceeding 1m in depth
24Suspended floors, roofs landings, shelves & their supports
25Centering & shuttering including Strutting,Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc)including folded plates . i) Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only.
26Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) )(Confirming to IS 1786 of 1986) for RCC work(conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
27Applying cement slurry on RCC slab on cement concrete work using 2.75kgs of cement per sq.m for receiving cement concrete floor including roughening, cleaning, etc complete
28Providing woodwork in frames of doors,windows, clerestory windows trusses & otherframes wrought framed and fixed in positon.d) Second class matti wood
29Providing and fixing 35 mm thick panelled glazed or panelled and glazed shutters for doors,windows and clerestory window including black enameled iron butt hinges with necessaryscrews:a) Second class Indian teak wood
30Providing and fixing 25 mm thick panelled and glazed shutters for cupboards etc. in 2 nd classindian teak wood including anodised butt hingeswith necessary screws.
31Providing & fixing 12 mm thick & 100 mm wide pelmet with 25 mm diameter, wooden curtainrod and bracket including fixing within 25 x 3mm flat 10 cm long and plugs etc. complete.b) Second class Indian teak wood
32Providing and fixing curtain rods of 1.25 mm thick anodized aluminium plates brackets inpelment instead of wooden curtain rods of 25mm diameter and brackets (actual length of rods to be measured).a) 12 mm dia
33Providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts, nuts andwooden plugs and embeded in cementconcrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3coarse sand: 6 stone aggregate 20 mm nominal size.b) 40 x 3 mm flat iron hold fast, 15 cm long
3425 mm thick wooden shelves supported on 40 x40 x 6 mm T or L iron brackets fixed at suitable distances but not exceeding 7 cm apart in 7.5 x7.5 x 15 cm blocks of cement concrete mix 1 : 3 :6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm.nominal size) with.a) Second class Indian teak wood
35Providing and fixing M.S. grill of required pattern in wooden frames ofWindows etc. withM.S. flats square or round bars with round headed bolts and nuts or by by screws.a) Pain grill
36Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete.a)300 x 16 mm
37b) 250 x 16 mm
38Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete.a) 250 x 10 mm
39b)200 x 10 mm
40Providing and fixing bright finished brass handles with necessary screws etc complete.a) 125 mm
41Providing and fixing bright finished brass door latch with necessary screws etc complete.a) 300x 16 x 5 mm
42Providing FRP door shutters 35mm thick with frame size in clear opening of 0.75x2.10m hinges and screws complete.,
43Providing and fixing M.S. fan clamp type 1or II of 16 mm dia M.S. bar bent to shape with hooke ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop,all as per standard design complete.
44Providing and fixing anodized aluminum shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: windows with two sliding shutters using 18 mm series shutters section.Extra for powder coating with pure polyester powder of shade of required colour on the aluminum section.b) Plain glass
45Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol& II including all taxes,transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Fixed windows/ ventilators matching with 18 mmseries shutters. Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section. c) Figured glass
46Providing and fixing anodized aluminum shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vole & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows.Extra for powder coating with pure polyester powder of shade of required colour on the aluminium section.c) Figured glass
47Kotah stone slab flooring over 20 mm (average)thick base laid over & jointed with grey cementslurry mixed with pigment to match the shade of the slab including rubbing & complete with baseof cement mortar 1:4 (1 cement : 4 coarse sand)a)20 mm thick.
48Providing and fixing coloured ceramic tiles spartek or equivalent of 12 \\" x 12\\" (399x150 mm cut size) 6 mm thick in skirting and dados on 12mm thick cement plaster 1:3 (1 cement : 3coarse sand) and jointed with cement slurry complete.
49Providing and fixing vitrified antiskid tiles(320x320) and 10mm thick tiles in floor, treads of steps, landing on 25mm thick bed of cement mortar 1:3 and jointed with cement slurry complete..
50Precast plain Cement Tacktiles 32mm thk of required shade in floors, treads of steps and landing laid on 25mm bed of cement mortar1:4(1cement: 4coarse sand) jointed with neat cement slurry with pigment to match the shade of tiles including rubbing and polishingcomplete..
51Providing and laying 2nd class mangalore tile roof covering with 25 x 37 mm (1” x 1.5”) jamba wood or similar batten including nails etc., but excluding rafters.
52Providing and laying ridge tiles laid dry & pointed with lime mortar 1: 2 (1 lime: 2 surkhi)
53Ridge and valleys 45cm overall in plain G.I. sheet 26 SWG fixed with galvanized j or l hooks 3/8” dia G.I. limpets and bitumen washers complete.
54Providing & laying six courses water proofing treatment with bitumen felt over roofsconsisting of first, third and fifth courses of blown or/and residual bitumen applied hot at1.45 1.20 and 1.7kg., per sq.m. of area respectively second and fourth course of roofing felt type 3 grade 1 (hessian based self finishedbitumen felt ) & sixth and final course of stone grit 6 mm and down size or grade gravel spreadat 0.008 cu.m per sq. m excluding gradingcomplete.
5512mm cement plaster 1:4 (1 cement : 4 fine sand)
5620mm cement plaster 1: 4 (1 cement : 4 fine sand)
576mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand)
58Neat Cement punning
5918mm cement plaster in two coats under layer12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand)finished with sponge
60Distempering two or more coats with oil boundwashable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of appr oved brand and manufacture to give an even shade.
61Applying priming coat with ready mixed primer of approved brand and manufacture on woodwork complete.
62Applying priming coat with ready mixed primer of approved brand and manufacture on steel work..
63Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
64Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for wood work of approved brand & manufacture in all shades on new work to give an even shade
65Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/Sherwin Willians) including applying one coat ofcement primer and one coat of surface treatmentetc. complete.
66Providing and fixing white vitereous china pedestal type (Europen type) water closet with seat as lid, whth C.I. brass hinges and rubber fitings 15 lts white vitreous china low level flushing cistern with fittings as brackets 40 mm white precelain 3enameled flush bad, 25 mm overflow pipe with specials and mosquito proof coupling of approved municipal design complete, including cutting and making good thewalls and floors where required.b) W.C. pan with black plastic seat and lid
67Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mmC.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mmdiameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required.d) Flat back wash basin size 550 x 400mm with a single 15 mm C.P. brass pillar taps.
68Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers.
69Providing & fixing 600 x 120 mm glass shelf with C. P. brass brackets and guard rail complete fixed to wooden cleats with C. P. brass screws.
70Providing & fixing CP brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws.a) 750 x 20 mm size
71Providing and fixing brass full way valve(heavy) duty with wheel of approved quality :c) 25 mm nominal bore
72Providing and fixing brass stop cock (heavy) of approved quality :b) 20 mm nominal bore
73Providing and fixing ball valve (brass) of approved quality :a) High pressure with P.V.C. floats:2) 20 mm nominal bore
74Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996.c) 1000 lit. capacity
75Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C.top slab with 1:2:4 mix (1 cement: 2 coarse sand;4 graded stone aggregate 20mm nominal size foundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4graded stone agrregate 40mmnominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cemetn and making channels in cement concrete1:2:4 mix (1cement :2 coarse sand :4 graded stone aggregate20 mm nominal size) neatly finished complete as per standard design.nominal size) neatly finished complete asper standard design.d) Inside size 60 x 60cm and 60cm deep including C.I. cover with frame (light duty) 455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover23 kg).
76Making soak pit. 2.5 m dia 3 m deep with 45x45cm dry brick honey comb shaft and S.W. drain pipe 100 mm diameter, 1.8 m long completefilled with laterite stone aggregate 125 to 180mm surrounded by laterite stone aggregate of 40mm and down gauge as per standard design.
77Constructing soak pit 1.20m x 1.20m x1.20m filled with laterite stone aggregate 125 to 180mm including S.W. drain pipe 100 mm diameter and 1.2m. long complete as per standard design:
78Providing and fixing rigid PVC S.W.R. (soil, waste& rain water drainage pipes of approved including lubricant etc. complete (single/double)socketed:a) 110 mm dia
7975 mm dia
80Providing and fixing rigid PVC bend of required degree (of approved make) for S.W.R. Drainage pipes of approved including lubricating.a) 110 mm dia
8175 mm dia
82Providing and fixing R.P.V.C. vent cowl:b) 75 mm dia
83Providing and fixing NICKEL chrome plated copper alloy Fancy BIB Cock Short Body Jaquar make or equivalent. Confirming to IS 8931;1993a) 15mm nominal bore
84Providing and fixing chlorinated ployvinyl chloride (CPVC) pipes confirming to IS:15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-in-charge. Internal work exposed on wall (Medium duty SDR 13.5 pipe).a) 15 mm outer dia CPVC pipe
85b)20 mm outer dia CPVC pipe
8625 mm outer dia CPVC pipe
87Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes confirming to IS: 15778having thermal stability for hot and cold water supply includng all CPVC plain and brassthreaded fittings CPVC solvent cement,trenching, refilling and testing of joints completeas per firectionof the Engineer incharge.(External work (heavy duty SDR 11 pipe)a) 15 mm nominal outer dia pipes
88Providing anti – termit treatment to buildings conforming to I.S.S. 6113 part II1971(revised)including adopting precautions for healthhazards and safety measures as required therein with the cost of all materials, chemicals, plants,equipments required for the treatment and furnishing a guarantee for a minimum period of10 years from the date of completion includingeradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building.a) Pre-construction
89Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design /shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand,etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc.shapes. The products should comply to IS15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shotblasting should bedone. using 0.4-0.5mm dia steel shots with a speed of 3200 rpm.a) 60 mm thick in all colours except grey (M35 grade) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56614370
AUTHORITY Government Departments
TENDER VALUE 41.14 Lakhs
LAST DATE 13-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Proposed Sub-Health Centre At Bhatpal In Cancona Constituency.
Basic Detail
Tender No PWD/DIVISION XIX (Bldgs.)/ASW/F.4/2026-2027/05 LINE01
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 30 Jul 2026
Submission Date 13 Aug 2026
Open Date 14 Aug 2026
Finance
Tender Value 41.14 Lakhs
Tender Fee 6000
EMD 82287
Exemption Not Available
Document List
Tendernotice_2 (4).pdf
Tendernotice_3 (1).pdf
Tendernotice_4.pdf
957dee15-90c5-4640-b056-f06f0159ab9c.html
BOQ_30920.xls
Tendernotice_1 (17).pdf

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Tender Timeline

Jul 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 13, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 13 days
Aug 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Aug 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

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pdf

Tendernotice_2 (4).pdf

pdf

Tendernotice_3 (1).pdf

pdf

Tendernotice_4.pdf

html

957dee15-90c5-4640-b056-f06f0159ab9c.html

xls

BOQ_30920.xls

pdf

Tendernotice_1 (17).pdf

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