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Tender For Construction Of Office Block Adm Block At Bop Gaonbari Of 132 Bn Now 43 Bn Bsf Under Shq Bsf Shillong ( Sh Providing And Laying Of Water Supply System From Open Well To Bop Gaonbari, South Garo Hills-Meghalaya

Border Security Force-BSF has published Tender For Construction Of Office Block Adm Block At Bop Gaonbari Of 132 Bn Now 43 Bn Bsf Under Shq Bsf Shillong ( Sh Providing And Laying Of Water Supply System From Open Well To Bop Gaonbari. Submission Date for this Tender is 21-08-2023. Water Supply Project Tenders in South Garo Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

39092882
Tender For Construction Of Office Block Adm Block At Bop Gaonbari Of 132 Bn Now 43 Bn Bsf Under Shq Bsf Shillong ( Sh Providing And Laying Of Water Supply System From Open Well To Bop Gaonbari
Open Tender
Indian
Meghalaya
South Garo Hills
21-08-2023

Tender Details

Construction Of Office Block Adm Block At Bop Gaonbari Of 132 Bn Now 43 Bn Bsf Under Shq Bsf Shillong ( Sh Providing And Laying Of Water Supply System From Open Well To Bop Gaonbari

Key Value

Document Fees
Refer document
EMD
INR 10885.0 /-
Tender Value
INR 5.44 Lakhs /-

BOQ Items

Name of Work: C/O Office Block (Adm Block) at BOP Gaonbari of 132 BN BSF (Now 43 BN BSF) under SHQ BSF Shillong.(SH :- Providing and laying of water supply system from open well to BOP Gaonbari )
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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. All kinds of soil.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources).
4Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derivedfrom natural sources : 6 graded stone aggregate 20mmnominalsize derivedfromnaturalsources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation,levelling&dressing &finishing the top smooth.
6Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominalsize derived from natural sources).
7Reinforced cement concrete work in walls (any thickness), including attachedpilasters,buttresses,plinthandstring 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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources).
8Reinforcedcementconcreteworkinbeams,suspended floors,roofshaving slopeup to 15°landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement,with 1:1.5:3 (1cement: 1.5coarsesand (zone-III)derivedfromnaturalsources: 3gradedstone aggregate 20mm nominalsize derivedfrom natural sources).
9Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
10Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
11Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
12Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
13Steel 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.
14Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
1515 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
1612 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
176 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
18Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 15 mm dia nominal bore
19Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25 mm dia nominal bore
20Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore
21Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
22Providing and fixing brass stop cock of approved quality : 15 mm nominal bore
23Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore
24Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore
25Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore
26Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore Horizontal
27Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 15 mm nominal bore
28Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 25 mm nominal bore
29Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 40 mm nominal bore
30Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
31Add Cost Index @28.81 on Rs.4,22,466.00
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