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Tender For Kiltan Ses Cwall, kiltan-Uttarakhand

Bharat Sanchar Nigam Limited-BSNL has published Tender For Kiltan Ses Cwall. Submission Date for this Tender is 14-11-2022. Wall construction Tenders in kiltan Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

34597197
Corrigendum : Tender For Kiltan Ses Cwall
Open Tender
Indian
Uttarakhand
kiltan
14-11-2022

Tender Details

Kiltan Ses Cwall Reconstruction Of Damaged Compound Wall At Satellite Earth Station Kiltan Lakshadweep

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Nov-2022 change in date of opening and closing Date 12-11-2022
2 12-Nov-2022 change in date of opening and closing2 Date 14-11-2022

Key Value

Document Fees
INR 590 /-
EMD
INR 16771.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Reconstruction of damaged compound wall at Satellite Earth Station, KILTAN, Lakshadweep
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 up to 1.5 m, including getting out the excavated soil and disposal/spreading of surplus excavated soil as directed, within a lead of 50 m/within compound
2All kinds of soil.
3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead 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 :
51:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size)
61:5:10 (1 cement : 5 coarse sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)
7Providing 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 :
81:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
9Providing 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 :
101:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
11Reinforced 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 :
121:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)
13Centering and shuttering including strutting, propping etc. and removal of form for :
14Foundations, footings, bases of columns, etc. for mass concrete
15Columns, Pillars, Piers, Abutments, Posts and Struts
16Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
17Thermo-Mechanically Treated bars of grade Fe-500D or more.
18Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
19Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
20Providing and layingprecast machine moulded Cement ConcreteSolid blocks in Block Masonry of specified size with blocks of grade D (5.0) with minimum average compressive strength 5 MPa and blockdensity not less than 1800 kg/cum conforming to IS 2185 Part I nominal size in cement concrete 1 : 4 : 8 (1 cement : 4 Coarse sand : 8 graded stone aggregate 12 mm nominal size ) including scaffolding, raking out joints and filling joints with cement mortar, finishing neatly etc. up toPlinth Level all complete as per the direction of Engineer in Charge.
21In Cement Mortar 1 : 6 (1 cement : 6 coarse sand).
22Providing and laying precast machine moulded Cement Concrete Solid Blocks in Block Masonry of specified size with blocks of grade D (5.0) with minimum average compressive strength of 5 MPa and block density not less than 1800 Kg/cum conforming to IS 2185 Part-I in cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate of 12 mm nominal size ) including scaffolding, raking out joints and filling the joints with cement mortar, finishing neatly etc. above Plinth Level above any Floor Level complete as directed by the Engineer in charge.
23In Cement Mortar 1 : 6 (1 cement : 6 coarse sand).
24Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
25Steel 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.
26In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
27Extra for using Galvanized platingover hot finished welded type tubes.
2812 mm cement plaster of mix :
291:6 (1 cement: 6 fine sand)
3012 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand):
31Raised Band
32Finishing walls with Acrylic Smooth exterior paint of required shade:
33New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
34Finishing walls with Acrylic Smooth exterior paint of required shade:
35Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
36Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete.
37On steel work
38Demolishing 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..
39In cement mortar
40Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
41Felling trees including cutting of trunks and branches carefully with safety precautions and without any damages to surrounding building structures, cable tray, dish antenna etc., removing the roots and stacking of serviceable material and disposal of unserviceable material. (Rate including cutting charges and disposal unserviceable materials and credit rate for serviceable items)
42Cutting and disposal of firewood tree
43Branch cutting of firewood tree
44Cutting and disposal of coconuttree
45Credit for existing structural steel items such as old and corroded compound wall grills and gate (scrap items)
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