Public Administrative Department Local Bodies Closing in 0 days TDR #36164451

Tender For Construction Of Material Recovery Facility Shed (Mrf) In Sy. No. 255/2, Underneath The Calvim Bridge, Village Panchayat Aldona, Bardez - Goa

Issued by Local Bodies · aldona, Goa
Tender Value
10.89 Lakhs
Estimated cost
Bid Submission
18 Mar 2023
0 days left
EMD
21800
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Material Recovery Facility Shed (Mrf) In Sy. No. 255/2, Underneath The Calvim Bridge, Village Panchayat Aldona, Bardez - Goa

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 25-Feb-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 04-Mar-2023
2 04-Mar-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 11-Mar-2023
3 11-Mar-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 18-Mar-2023

BOQ

Name of Work: Construction of Material Recovery Facility Shed (MRF) in Sy. No. 255/2, underneath the Calvim bridge, Village Panchayat Aldona, Bardez - Goa
Sl. No. Item Description
1Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directedwithin a lead of 50 m. a) All kinds of soil
2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
3Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level
4Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
5Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
6Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a)All works upto plinth level
7Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns
8Providing 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 floorsalongwith 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.
9Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and boltedwithspecial shaped washers etc. complete.
10a)Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.
11c)Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge
12Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screws. a)Plain grill
13Providing 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 directionoftheEngineer-in-charge:Singleor double leaf door shutters. a)Acrylic sheet
14Providing 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 partitions A)Acrylic sheet
1525 mm cement concrete flooring 1:2:4(1 cement: 2 coarse sand: 4graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
1618mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarsesand) finished withsponge.
17Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.
18Painting 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.
19Providing and fixing prefabricated compound gate of G.I.pipes 40–50 mm dia(medium)with 12mm M.S.square bars of G.I.pipes grill work as per drawing including providing &fixing locking arrangements, pintals, hold fast embedded in cementconcrete1:2:4 (1cement:2 coarsesand: 4 granitic or basaltic aggreate 20mm nominal size)including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete.
20Providing and fixing G.I. chain link mesh 6.35cm x 6.35 cm x 10 gauge (2.5” x 2.5” x 10 gauge) fixed with angle iron posts and struts by G.I. or M.S. staples at 20cms apart with welding with the iron posts (placed at 3 meters centre to centre) including providing barbed wire stiffeners (shall weigh 9.33 kg. per 100 meters minimum) at top and bottom with barbed wire stiffers by binding wires at 50cms centre to centre complete as per the direction of the Engineer – in – charge (angle iron posts struts, earthwork and concrete for fencing posts and struts to be paid separately)

AI Tender Summary

OUR REF NO 36164451
AUTHORITY Local Bodies
TENDER VALUE 10.89 Lakhs
LAST DATE 18-03-2023
Authority
Authority Name Village Panchayat
Work Description Construction Of Material Recovery Facility Shed (Mrf) In Sy. No. 255/2, Underneath The Calvim Bridge, Village Panchayat Aldona, Bardez - Goa
Basic Detail
Tender No VPA/Tender/NIT/2022-23/2840
Bidding Type Tender
Location
City aldona
State Goa
Key Dates
Publish Date 11 Mar 2023
Submission Date 18 Mar 2023
Open Date 21 Mar 2023
Finance
Tender Value 10.89 Lakhs
Tender Fee 3000
EMD 21800
Exemption Not Available
Document List
0c7fab28-ae05-4e24-a46a-d390f1e1fd8b.html
BOQ_7290.xls
Tendernotice_1.pdf

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Tender Timeline

Mar 11, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 04, 2023
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 11, 2023
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 18, 2023
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Mar 18, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 21, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

0c7fab28-ae05-4e24-a46a-d390f1e1fd8b.html

xls

BOQ_7290.xls

pdf

Tendernotice_1.pdf

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