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Tender For Construction Of Mrf Shed In Property Bearing Survey No. 123/12 At Pirazona, V.P. Moira, Bardez - Goa, North Goa-Goa

Village Panchayat-VP has published Tender For Construction Of Mrf Shed In Property Bearing Survey No. 123/12 At Pirazona, V.P. Moira, Bardez - Goa. Submission Date for this Tender is 17-04-2023. Shed Construction Tenders in North Goa Goa. Bidders can get complete Tender details and download the document.




Tender Notice

37096444
Tender For Construction Of Mrf Shed In Property Bearing Survey No. 123/12 At Pirazona, V.P. Moira, Bardez - Goa
Open Tender
Indian
Goa
North Goa
17-04-2023

Tender Details

Construction Of Mrf Shed In Property Bearing Survey No. 123/12 At Pirazona, V.P. Moira, Bardez - Goa

Key Value

Document Fees
INR 3000 /-
EMD
INR 21795.0 /-
Tender Value
INR 10.89 Lakhs /-

BOQ Items

Name of Work:Construction of MRF shed in property bearing survey No. 123/12 at Pirazona, V.P. Moira, Bardez - Goa.
Sl. No. Item Description
1Earthwork inexcavationby 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 the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.
2All kind of soil
3Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
4Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in:
5All works upto plinth level
6Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
7Refilling 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.
8Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding
9the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)
10All works upto plinth level
11Centering & shuttering including Strutting, Propping & removal of forms for :
12Foundations, Footings, Bases for columns
13Providing 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.
14Steel 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 Steelof (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 bolted with special shaped washers etc. complete.
15a)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.
16c)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
17Providing 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.
18a)Plain grill
19Providing 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.
20a) Acrylic sheet
21Providing 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
22A)Acrylic sheet
2325 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.
2418mm 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.
25Painting 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.
26Painting 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.
27Providing 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.
28Providing 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
2920cms 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)
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