Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date15 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 5,49,823
Costs
EMD
₹ 10,996Document Cost
₹ 590Tender Fee
Refer Documents
Summary
Emergent Civil Repair Work Of Over Head Water Storage Tank (independent Staging) To Prevent Leakage In Bsnl Staff Quarters Compound Sector-d Aliganj Lucknow.
Description
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Contact
Tender Id
2025_BSNL_226961_1Tender No
NIT No.83/2024-25/BSNL/EE(PnA)/LKOTender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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)
0.5
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
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1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.2
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
0.5
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete
5
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
50
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
10
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
20
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
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Cement mortar 1:4 (1 cement : 4 coarse sand)
0.3
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Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :
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Cement mortar 1:4 (1 cement : 4 coarse sand)
5
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Steel 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.
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
30
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 coarse sand)
20
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1:6 (1 cement: 6 coarse sand)
20
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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
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20 mm cement plaster
10
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
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New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
310
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Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
260
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
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One or more coats on old work.
20
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge.
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With cement mortar 1:4 (1 cement : 4 fine sand).
20
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Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
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(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.
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(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
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(iii) Chlorination of RCC internal surface by liquid chlorine.
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(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.
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(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
150
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
0.5
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Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
0.5
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge..
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In cement mortar
0.5
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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
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From brick work in cement mortar
150
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Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
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Above 40 mm nominal bore
6
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall.
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50 mm dia. nominal bore
6
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work
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50 mm dia. nominal bore
6
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Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 :
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Up to 300 mm dia.
0.3
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Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :
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80 mm diameter pipe
4
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Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
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50 mm diameter pipe
6
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Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
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50 mm nominal bore.
1
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Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge.
100
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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
650
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Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
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Bars upto 12 mm diameter
100
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Bars above 12 mm diameter
50
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Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
-
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SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
50
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Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
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12 mm average thickness.
20
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25 mm average thickness in 2 layers.
10
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Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc.
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(Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument)
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50mm thick in Grade M 25 with cement content not less than 330 kg per cum
10
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Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.)
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Epoxy injection grout in concrete/RCC work of approved make
10
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LMR ITEMS
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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50 mm nominal bore
1
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Supplying at site approved bond chemical (like Pidicrete URP etc.) to be used in repair works as per manufacturer's specifications
5
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Supplying and laying in position Fibre mesh for approved make for waterproofing work all complete
100
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Providing and fixing 80 mm dia nominal bore G.I. pipes with flanged joints in overhead tank line upto 15 M height all complete ( Cost of flange including welding charges in G.I. pipe and jointing of double flage joints shall be paid separately
18
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Dismantling G.I. pipes above 40 mm dia nominal bore and above upto 80 mm dia nominal bore on vertical height below overhead tank after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
18
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Arranging electric welding machine at site for repairing works etc. with necessary cables and other T&P including the cost of operator and electrodes but excluding the cost of necessary steel sections complete as per direction of Engineer-in-charge. (Note: One day work at one site shall be taken as one job.)
1
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Providing manual assistance for minor civil unmeasurable works involved in dismantling of OH tank and its surroundings, trimming of trees and rearangement of existing water supply lines etc as per direction of Engineer In charge .
-
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Semi skilled manual assistance
1
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Unskilled manual assistance
1
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Credit for unservicable brass bib cock , angle cock, pillar cock etc. obtained during dismantling.
10
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Credit for old rusted (unserviceable) C.I./S.C.I. Pipes and fittings, Mild Steel/ Steel Sections, G.I./M.S. Pipes, old steel window and grill etc.
200
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Credit for using old bricks obtained during dismantling
150
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