Housing Urban and Rular Development Government Departments Closing in 0 days TDR #36698378

Tender For Renovation Of Sarupathar Chc Sarupathar Golaghat Under Csr Fund Of Nrl Phase I

Issued by Government Departments · sarupathar, Assam
Tender Value
90.72 Lakhs
Estimated cost
Bid Submission
30 Mar 2023
0 days left
EMD
1.81 Lakhs
Bank guarantee accepted
Document Fee
1815
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
sarupathar → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Renovation Of Sarupathar Chc Sarupathar Golaghat Under Csr Fund Of Nrl Phase I

BOQ

Name of Work: Renovation of Sarupathar CHC, Sarupathar, Golaghat, under CSR fund of NRL (Phase-I)
Sl. No. Item Description
1Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
2Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal ofsurplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
3Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - Allwork up to plinth level :
4Providing and laying in position specified grade of reinforcedcement concrete, excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
5Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts andstruts etc. above plinth level up to floor five level, excludingcost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu-ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all completeupto plinth levelThermo-Mechanically Treated bars of grade Fe-500D ormore.
7Centering and shuttering including strutting, propping etc.and removal of form for :Foundations, footings, bases of columns, etc. for mass.
8Centering and shuttering including strutting, propping etc.and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
9Centering and shuttering including strutting, propping etc.and removal of form for :Columns, Pillars, Piers, Abutments,Posts and Struts
10Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
1115 mm cement plaster on rough side of single or half brick wall finished with a floating1:4 (1 cement: 4 fine sand)
12Steel 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. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
13Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade :Two or more coats on new work
14Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. Granite stone of any colour and shade
15Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cutedges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help ofcramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately).Red sand stone - 30mm thick gang saw cut stone
16Providing retroreflective signboard of high intensity grade reflectivesheeting conforming to ASTMD4956 BIII specification shavingapproved pattern over its entiresurface bonded onto 2mm thickaluminiumsheeting,theentirefaceofthesignshallbecovered&boundedwithyellow/white/red/bluehighintensitygradewithdistinctivenodpatternonfrontsitewithheatlampvacuumapplicatormachineonly.
17Demolishing roofing including ridges,hips,valleys and gutters etc.and stacking the material within 50 meters lead of :
18Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :15.14.1 Of sectional area 40 square centimetres and above
19Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area 3 sq. metres and below
20Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leadsincluding all lifts involved.
21Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 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 screws 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.( AREA AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)
22Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 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 screws complete : Ridges plain (500 - 600mm)
23Providing and laying vitrified floor tiles in different sizes (thickness to be specifiedbythemanufacturer)with water absorption less than 0.08% and conformingtoIS: 15622,of approved make,inallcoloursandshades,laid on 20mmthickcement mortar1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm includinggroutingthejointswith white cement andmatching pigments etc., complete. (11.41.2)-Size of Tile 600x600 mm( AREA AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)
24Providing and fixing Ist quality ceramicglazedwalltilesconforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy,bottlegreen,blackofany sizeasapprovedbyEngineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarsesand)andjointingwithgrey [email protected], including pointing in white cement mixedwithpigmentofmatchingshade complete.( AREA AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)
25Providing 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). Sal wood( VOLUME AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)- FOR DOOR AND WINDOWS
26Providing 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) Kiln seasoned and chemically treated hollock wood 35 mm thick shutters( AREA AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)
27Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer ( AREA AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)
28Wall painting with premium acrylic emulsion paint of interior grade, 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. Two coats( AREA AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)
29Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)( AREA AS PER ESTIMATE PROVIDED BY SARUPATHAR MUNICIPAL BOARD)
30Providing 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, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
31Providing 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: White Vitreous China Wash basin size 630x450 mmwith a pair of 15 mm C.P. brass pillar taps
32Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
33Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer - in -charge.
34Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge25 mm nominal dia Pipes
35Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 50 mm nominal dia Pipes
36Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 100 mm nominal dia Pipes
37Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto1000m as perTechnical specification Clause 301.4(ii) Mechanical means
38Compacting original ground supportingLoosening,LevellingandCompactingoriginalgroundsupportingembankmenttofacilitateplacementoffirstlayerofembankment,scarifiedtoadepthof150mm,mixedwithwateratOMCandthencompactedbyrollingsoastoachieveminimumdrydensityasgiveninTables300.1and300.2forembankmentconstructionasperTechnicalSpecificationClause301.4.1.
39Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transporting to site,spreading,grading to required slope and compacted to meet requirement of Table300.2 with lead upto1000m as per Technical Specification Clause 303.1.(I) Private land-
40Construction of granular sub-base by providing well graded material, spreading in uniform layers with motorgrader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification Clause 401.For Grading I Material
41Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, handpacking ,rolling with three wheel80-100kN static roller in stages to proper grade and camber,applying and brooming, stonescreening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.ABy Manual Means
42(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block shaving thickness 80mm as per technical specification clause 1504a) Including Edge block/ Edge restraints
43Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

AI Tender Summary

OUR REF NO 36698378
AUTHORITY Government Departments
TENDER VALUE 90.72 Lakhs
LAST DATE 30-03-2023
Authority
Authority Name Public Works Department
Work Description Renovation Of Sarupathar Chc Sarupathar Golaghat Under Csr Fund Of Nrl Phase I
Basic Detail
Tender No SE(B)JHT/C/S/S28/22-23/2475
Bidding Type Tender
Location
City sarupathar
State Assam
Key Dates
Publish Date 09 Mar 2023
Submission Date 30 Mar 2023
Open Date 30 Mar 2023
Finance
Tender Value 90.72 Lakhs
Tender Fee 1815
EMD 1.81 Lakhs
Exemption Not Available
Document List
8a4d7ab7-9b65-4307-b705-9f7633b35576.html
BOQ_47848.xls
FOB.pdf
SBD.pdf
Tendernotice_1.pdf

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Tender Timeline

Mar 09, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 30, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 30, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

8a4d7ab7-9b65-4307-b705-9f7633b35576.html

xls

BOQ_47848.xls

pdf

FOB.pdf

pdf

SBD.pdf

pdf

Tendernotice_1.pdf

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