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Tender For Special Repais To Compound Wall Raising, Alround Pavement In Government Backward Class School Girls Hostel ( 100 Students ) At Arakkonam In Ranipet District., arakkonam-Tamil Nadu

Public Works Department-PWD has published Tender For Special Repais To Compound Wall Raising, Alround Pavement In Government Backward Class School Girls Hostel ( 100 Students ) At Arakkonam In Ranipet District.. Submission Date for this Tender is 28-12-2023. Road Work Tenders in arakkonam Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

41258596
Tender For Special Repais To Compound Wall Raising, Alround Pavement In Government Backward Class School Girls Hostel ( 100 Students ) At Arakkonam In Ranipet District.
Open Tender
Indian
Tamil Nadu
arakkonam
28-12-2023

Tender Details

Special Repais To Compound Wall Raising, Alround Pavement In Government Backward Class School Girls Hostel ( 100 Students ) At Arakkonam In Ranipet District.

Key Value

Document Fees
Refer document
EMD
INR 21000.0 /-
Tender Value
Refer document

BOQ Items

NAME OF WORK: SPECIAL REPAIS TO COMPOUND WALL RAISING, ALROUND PAVEMENT IN GOVERNMENT BACKWARD CLASS SCHOOL GIRLS HOSTEL (100 STUDENTS) AT ARAKKONAM IN RANIPET DISTRICT.
Sl. No. Item Description
1Dismantling, Clearing away and carefully stacking materials useful for re-use of Brick work in cement mortar walls under 3m height, complete as directed by the departmental officers.
2Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.
3Supplying and filling in foundation, basement, etc with filling M-Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
4Cement Concrete 1:5:10 (One Cement, Five M-Sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.
5Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)
6Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m? and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of M-Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).
7For Superstructure in Ground floor
8Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) complete complying with standard specification.
9Brick work in Cement Mortar 1:5 (One Cement, Five M-Sand) using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9" x 4-3/8" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specification.
10For Superstructure in Ground floor
11Supplying fixing and errecting of steel roof trusses and roof truss purlins fixing for G.I. sheet roofing using MS. L. angle of size 50x50x6 mm raffter, Tie angles and MS angle of size 50x50x6mm for sturts and MS plat of size 12 mm thick for fixing G.I. sheet. The purlins using MS L. angle of size 50x50x6 mm shall be properly anchored to the supporting super structure and fixed in concrete at wall and spacing of purlins are to be arranged to use the standard size or sheet and spacing should not execeed 1680 mm and free over hang at eves should not be more than 400 mm, the cleats shall be wellded to the trusses firmly and fixed on the down stream side of purlins. The ridge purlins fixed at 77 to 115 mm away the apex of the roof. The trusses shall have welded joints only at all guessets plate junctions except gussets at bottom chords to have bolts and nuts to permit transportation of trusses as directed. The foundation anchor bolts of trusses will be fixed in concrete at wall in bed blocks and well cured, labour for erection of trusses of approved quality transportation, priming coat for all members, cutting, bending, and welding etc., The trusses should be connected at bottom 1 / 3 part by steel tie angles and with top and bottom wind bracings as per design given. The chord of the trusses of bottom channel should suitablely cambered. The truss and purlins should be given priming coat of Rex Oxide primer of approved quality including labour for erection, transportation, wellding etc., complete complying with standard specification.
12Renewing and fixing 2 ply four prolonged GI barbed wire fencing using 10 guage of best quality of GI barbed wire typing with GI binding wire including charges for fixing etc., completed complying with standard specification.
13Plain Cement Concrete 1:2:4 (One cement, Two M-Sand and Four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specification and as directed by the departmental officers.
14Plastering with Cement Mortar 1:5 (One cement and Five M-Sand) using plasticizer 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
15Painting the walls with two coats of cement paint as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).
16Supplying and fixing of M.S. grill of approved design for grill gate, grill work to doors and windows openings ramp etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standard specification.
17Renewing and fixing in position of Solid core Flush shutters with commercial ply on both side with teak wook lipping alround 35 mm thick conforming to I.S.12406\1989 with 35x12mm T.W. lipping on all edges with necessary adhesive and C.P.Screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish, for T.W. lipping thinner colouring agent etc, and aluminium anodised 125mm size hinges 3 nos best quality of aluminium anodised fittings of 200 mm, tower bolt 1 no 150mm tower bolts 1 nos, 250mm aldrops 16mm dia rod 1 no 125mm long handle 2 nos 40mm dia nylon bush 1no, door stoper 1 No shall be provided. The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidental charges handling charges etc., complete complying with standard specification. The sample of materials and fittings should be got approved by the Engineer-in-charge before use on works. (Double Leaves)
18Painting the old walls with two coats of oil bound distemper including cost for distemper, primer, cleaning and scrapping the walls, rendering the walls smooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard Specifications. (The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work).
19Painting two coats of old plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour including thorough scrapping, clean removal of dirt, and including necessary plaster of parts putty, wherever required etc., complete complying with standard specification.
20Painting old iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard Specifications. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
21SUB TOTAL
22GST @ 18 %
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