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Tender For Const Of Water Storage Tank Including Water Supply Line At Staging Camp Hayuliang Of 25Th Bn Itbp, Papum Pare-Arunachal Pradesh

Indo Tibetan Border Police Force-ITBP has published Tender For Const Of Water Storage Tank Including Water Supply Line At Staging Camp Hayuliang Of 25Th Bn Itbp. Submission Date for this Tender is 13-06-2023. Water Pipe Line Tenders in Papum Pare Arunachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

37924599
Tender For Const Of Water Storage Tank Including Water Supply Line At Staging Camp Hayuliang Of 25Th Bn Itbp
Open Tender
Indian
Arunachal Pradesh
Papum Pare
13-06-2023

Tender Details

Const Of Water Storage Tank Including Water Supply Line At Staging Camp Hayuliang Of 25Th Bn Itbp

Key Value

Document Fees
Refer document
EMD
INR 95000.0 /-
Tender Value
INR 47.53 Lakhs /-

BOQ Items

Name of Work: C/o water storage tank including water supply line at Staging Camp hayuliang of 25 Bn ITBP
Sl. No. Item Description
1Earth work in excavation over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil.
2Earth 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 kind of soil.
3Filling available excavated earth ( excluding rocks) in plinth side of foundation, under floors in layers not exceeding 20 cm in depthincluding, watering, ramming consolidating and dressing completelead up to 50 m and lift up to 1.5 m,
4Providing 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 : 10 graded stone aggregate 40 mm nominal size)
5Reinforced cement concrete work in walls (any thickness), including attached 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 :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate
6Reinforced cement concrete work in beams, suspended floors, roofs having slope up 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 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
7Centering and shuttering including strutting, propping etc. and removal of form for all heights :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
8Suspended floors, roofs, landings, balconies and access platform
9Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . MS Bardeformed TMT bars , conforming to IS 1786-1985: Thermo-Mechanically Treated: Thermo-Mechanically Treated
10Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 Cement : 6 coarse sand)
116 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
12Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore(Medium Class)
13Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore(Medium Class) (External Work)
14Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore(Medium Class) (External Work)
15Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
16Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm dia nominal bore
17Providing and applying integral crystalline slurry of hydrophilic in nature for waterprofing treatment to the RCC structures like retaining walls of the basement , water tanks, roof slabs ,podiums ,reservior , sewage, water treatment plant, tunnels/subway and bridge etc ,prepared by mixing in the ratio of 5:2 (5 parts intergral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with help of synthetic fiber brush. the material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. the work shall be carried out all complet as per specifiction and the direction of the engineer-in-charge.The product performance shall carry guaranteed for 10 year against any leakage. For vertical surface two coats @ 0.70kg per sqm per coat
18Providing and applying integral crystalline slurry of hydrophilic in nature for waterprofing treatment to the RCC structures like retaining walls of the basement , water tanks, roof slabs ,podiums ,reservior , sewage, water treatment plant, tunnels/subway and bridge etc ,prepared by mixing in the ratio of 5:2 (5 parts intergral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with help of synthetic fiber brush. the material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. the work shall be carried out all complet as per specifiction and the direction of the engineer-in-charge.The product performance shall carry guaranteed for 10 year against any leakage For horizontal surface one coats @ 1.10kg per sqm
19Providing and installation of three phase 3 HP monoblock water pump set (Kirloskar). The pump should have 2900 Rpm, Flow Rate: 500-1000 Lpm. Necessary connections to the distribution line should be done.
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