Housing Urban and Rular Development Government Departments Closing in 0 days TDR #35538752

Tender For Rejuvenation Of Water Bodies Project (Rejuvenation Of Podumoni Pond) At Bihpuria Under Atal Mission For Rejuvenation And Urban Transformation (Amrut) 2.0

Issued by Government Departments · bihpuria, Assam
Tender Value
58.23 Lakhs
Estimated cost
Bid Submission
13 Jan 2023
0 days left
EMD
1.16 Lakhs
Bank guarantee accepted
Document Fee
1200
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Rejuvenation Of Water Bodies Project ( Rejuvenation Of Podumoni Pond ) At Bihpuria Under Atal Mission For Rejuvenation And Urban Transformation ( Amrut ) 2.0

BOQ

Name of Work: REJUVENATION OF WATER BODIES PROJECT (REJUVENATION OF PODUMONI POND) AT BIHPURIA UNDER ATAL MISSION FOR REJUVENATION AND URBAN TRANSFORMATION (AMRUT) 2.0
Sl. No. Item Description
1Renovation Pond
2Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Marshy soil
3Providing and Laying bolder apron laid in wire creates with 4mm dia GI wire conforming to IS:4826 in 100mmx100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301
4Providing and laying filoter media underneath pitching in slopes complete as per drawing and technical specification clause 1302
5Providing and laying pitching in slopes laid over prepared filter media as per drawing and technical specifications clause 1302
6Earth work in Excavation
7Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.6.1 All kinds of soil
8Excavating, supplying and filling of local earth (including royalty) bymechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete.
9Construction of side drain
10Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.6.1 All kinds of soil
11Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling jointswith Jamuna sand, with common burnt clay non modular bricks.
12Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 20 mm nominal sizederived from natural sources)
13Brick work 7 cm thick with common burnt clay F.P.S. (non modular)brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3coarse sand) in superstructure above plinth level and upto floor fivelevel.
1415 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neat cement on the rough side of single or half brickwall.
15Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
16Steel 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-500D or more.
17Renovation of Community Hall
1852 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardenermix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
19Providing 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 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shapewherever required.
20Extra for circular cutting in C.G.S. sheet roofing for making openingof area exceeding 40 sq. decimeter:0.80 mm thick
21Brick work 7 cm thick with common burnt clay F.P.S. (non modular)brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3coarse sand) in superstructure above plinth level and upto floor fivelevel.
2215 mm cement plaster on rough side of single or half brick wall ofmix:1:4 (1 cement: 4 coarse sand)
23Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade :13.41.1 New work (two or more coats) over and including waterthinnable priming coat with cement primer
24Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqmover and including one coat of Special primer applied @0.75 ltr /10 sqm
25Boundary wall
26Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.6.1 All kinds of soil
27Dry brick on edge flooring in required pattern with bricks of classdesignation 7.5 on a bed of 12 mm mud mortar, including filling jointswith Jamuna sand, with common burnt clay non modular bricks.
28Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 20 mm nominal sizederived from natural sources)
29Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
30Reinforced cement concrete work in walls (any thickness), includingattached 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 :5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)
31Centering and shuttering including strutting, propping etc. and removalof form for5.9.1 Foundations, footings, bases of columns, etc. for massconcrete
32Centering and shuttering including strutting, propping etc. and removalof form forColumns, Pillars, Piers, Abutments, Posts and Struts
33Steel 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-500D or more. Kg
34Brick work 7 cm thick with common burnt clay F.P.S. (non modular)brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3coarse sand) in superstructure above plinth level and upto floor fivelevel.
3515 mm cement plaster on rough side of single or half brick wall ofmix:13.5.1 1:4 (1 cement: 4 coarse sand)
36Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade :13.41.1 New work (two or more coats) over and including waterthinnable priming coat with cement primer
37Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqmover and including one coat of Special primer applied @0.75 ltr /10 sqm
38Steel 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
39Construction of granular sub-base by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant atOMC, carriage of mixed material by tippers to work site, for all leads& lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mmto 0.075 mm ) having CBR Value-20
40Providing, laying, spreading and compacting graded stone aggregate(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM)specification including premixing the material with water at OMC infor all leads & lifts, laying in uniform layers with mechanicalpaverfinisher in sub- base / base course on well prepared surfaceand compacting with vibratory roller of 8 to 10 tonne capacity toachievethe desired density, complete as per specifications anddirections of Engineer-in-Charge.
41Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light trafficparking etc, of required strength, thickness & size/ shape, made bytable vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sandbedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per requiredsize and pattern, finishing and sweeping extra sand. complete all asper direction of Engineer-in-Charge.
42Supplying, installation, testing and commissioning of the solar street light 20 watt LED luminaries complete with all accessories as required complete with necessary support with 2.5sqmm PVC insulated S.C copper conductor as required and as directed by the department.a.SPJ Solar Light 20 watt LED Luminaries for flood light
43Supplying and installation, garden bench with capacity 3 seater as required and as directed by the department
44Supplying and installation, garden swing with seat without roof 2 seater as required and as directed by the department
45Providing and displaying of Areca Plam having ht.2.40m to 2.70m with 12 to 14 suckers well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pols & as per direction of the officer in charge.
46O & M (Cleaning, Water purification by chemical means, gardening for 1 year)

AI Tender Summary

OUR REF NO 35538752
AUTHORITY Government Departments
TENDER VALUE 58.23 Lakhs
LAST DATE 13-01-2023
Authority
Authority Name Department Of Housing And Urban Development
Work Description Rejuvenation Of Water Bodies Project ( Rejuvenation Of Podumoni Pond ) At Bihpuria Under Atal Mission For Rejuvenation And Urban Transformation ( Amrut ) 2.0
Basic Detail
Tender No CE/H and UA/17/PT-III/22-23/34, date30/12/2022
Bidding Type Tender
Location
City bihpuria
State Assam
Key Dates
Publish Date 31 Dec 2022
Submission Date 13 Jan 2023
Open Date 16 Jan 2023
Finance
Tender Value 58.23 Lakhs
Tender Fee 1200
EMD 1.16 Lakhs
Exemption Not Available
Document List
2c60ec29-4c81-402a-8ae5-bb8f3bf4ca54.html
BOQ_45766.xls
NIT-Bihpuria.pdf
RFP-Bihpuria.pdf
SBD.pdf
Tendernotice_1.pdf

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Tender Timeline

Dec 31, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 13, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 16, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

2c60ec29-4c81-402a-8ae5-bb8f3bf4ca54.html

xls

BOQ_45766.xls

pdf

NIT-Bihpuria.pdf

pdf

RFP-Bihpuria.pdf

pdf

SBD.pdf

pdf

Tendernotice_1.pdf

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