Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date17 Dec 2024
Closing Soon27 Dec 2024
Tender Amount₹ 1,65,60,000
Costs
EMD
₹ 1,65,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_511286_1Tender No
2135/2024/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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Sand filling in foundation with clean M-sand in layer of 15cm thick well watered rammed to consolidation including cost and conveyance of sand to site incluidng labour charges etc., complete as per standard specification
29
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Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing,and labour charges etc., complete as per standard specification
29
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Providing centering, strutting arrangements for the sides and soffits for RCC slab, intel bed block "T" and "L beams stair case waist slab , landing slab and cost and conveyance of all materials at site and all labour charges and other incidental charges for 3m height and removing the same after the specification period as directed by departmental officer etc., complete as per standard specification Below GL
192
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Providing centering, strutting arrangements for the sides and soffits for RCC slab, intel bed block "T" and "L beams stair case waist slab , landing slab and cost and conveyance of all materials at site and all labour charges and other incidental charges for 3m height and removing the same after the specification period as directed by departmental officer etc., complete as per standard specification Abov GL Plain Surfaces 3.00m to 4.30m
125
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Plain Surfaces at 7.30m to 8.30m
125
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Plain Surfaces at 11.30m to 12.30m
125
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Plain Surfaces at 15.30m to 16.30m
243
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Plain surfaces - 19.30 to 20.30m
175
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Providing centering, strutting arrangements for the sides and soffits for RCC slab, intel bed block "T" and "L beams stair case waist slab , landing slab and cost and conveyance of all materials at site and all labour charges and other incidental charges for 3m height and removing the same after the specification period as directed by departmental officer etc., complete as per standard specification For Column
325
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Providing centering, strutting arrangements for the sides and soffits for RCC slab, intel bed block "T" and "L beams stair case waist slab, landing slab and cost and conveyance of all materials at site and all labour charges and other incidental charges for 3m height and removing the same after the specification period as directed by departmental officer etc., complete as per standard specification Square Column 3.30m to 4.30m
26
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Square Column 4.30m to 5.30m
26
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Square Column 5.30m to 6.30m
26
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Square Column 6.30m to 7.30m
26
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Square Column 7.30m to 8.30m
26
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Square Column 8.30m to 9.30m
26
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Square Column 9.30m to 10.30m
26
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Square Column 10.30m to 11.30m
26
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Square Column 11.30m to 12.30m
26
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Square Column 12.30m to 13.30m
26
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Square Column 13.30m to 14.30m
26
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Square Column 14.30m to 15.30m
26
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Curved Surface 16.30m to 17.30m
190
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Curved Surfaces 19.30m to 20.30
305
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Circular Column upto 3.30m
9
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Circular Column 3.30m to 4.30m
2
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Circular Column 4.30m to 5.30m
2
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Circular Column 5.30m to 6.30m
2
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Circular Column 6.30m to 7.30m
2
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Circular Column 7.30m to 8.30m
2
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Circular Column 8.30m to 9.30m
2
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Circular Column 9.30m to 10.30m
2
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Circular Column 10.30m to 11.30m
2
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Circular Column 11.30m to 12.30m
2
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Circular Column 12.30m to 13.30m
2
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Circular Column 13.30m to 14.30m
2
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Circular Column 14.30m to 15.30m
2
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Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). TNDSS NO.86 K, 86 A for Plinth Beam
175
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Providing 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/mᶾ 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 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.
38
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Providing and laying in position Standardised Concrete Mix M-25 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 contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost 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 requiremnents of IS standards. For 1.5m Below G.L
55
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For 4.5m Above G.L
27
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For 4.51m to 7.32m Above G.L
22
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For 7.32m to 10.98m Above G.L
64
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Reinforced cement concrete M 30 Grade Design Mix for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) For 14.64m to 18.30m from G.L
115
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For 18.30m to 21.96m from G.L
38
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Supplying and fabricating and placing in position steel reinforcement using Mild Steel or ribbed for steel rods for all RCC works as per the design given including cost of Steel and binding wire etc, complete in all floors complying with standard specification using MS plain rods or RTS rods.
47
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Brick work in CM 1:5 (one cement & five sand) using III class country bricks of size 8 3/4"X4 1/4" X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
54
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Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.
2350
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Plastering with cement mortar 1:5 (one cement and five sand) mix using 12mm thick including cost and conveyance of all charges etc., complete as per standard specifications.
616
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Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, where
616
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Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors.
93
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Colour washing two coats in all floors using best Cement Paint and best quality of approved variety and burshes, scaffolding charges etc. complete complying with standard specification.
1265
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Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 600mm X 600mm sizes of best approved quality and as per standard specifications etc.,complete.
2
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Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (inclusive of all taxes) For 8mm to 16mm
30.24
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For 20mm to 32mm
12.96
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Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand, three aggregates) using 20mm HBG stones for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step salb of 25mm X 25mm etc,complete and as directed by Municipal Officers.
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Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.
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Supplying and fixing of RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing, curing etc., complete as per standard specifications and as directed by Engineer-in-charge
48
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Providing and fixing of RCC 1:2:4 (one cement, two sand and four course aggregate of 20mm size hard blue granite broken stone) for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete as generally shown in plan and as directed.
4
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Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge
1
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Supply and delivery of CI D/F sluice valves with cap along with specials of the 150mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tail piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materials etc, complete as per standard Specification.
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Constructing masonry chamber of inside dimensions as mentioned below with Country Brick, brick work in CM 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and top RCC Precast slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) with necessary earth work excavation including refilling the sides of foundation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 grade stone aggregate 40mm nominal size) and inside plastering with CM 1:5 (1 cement : 5 coarse sand) 12mm thick finished with a floating coat of neat cement, complete as per standard design and shown in the drawings. 1500x 900x1200mm clear inside dimensions
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Supplying, Laying, jointing of following DI specials of as per IS:9523-2000 with D.I pipes etc., complete as directed by the Engineer, and Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of DI pipes etc, complete as detailed below
2650
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Supply, delivery and installation of water level measuring system up to 1 mm accuracy to measure up to 30 m depth in wells/OHTs/ sumps with suitable sensor, level transducer with transmitter, 2 or 4 wire loop, all wetted parts in SS304 or above and with Remote control and suitable LED display unit easily readable upto 10m distance, cabinet to house remote display
unit, Low/High alarm with suitable speaker, suitable cables with data storage capacity for 1 year
and data transfer facility and with all required accessories including 1 year free replacement
warranty etc., complete
1
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Providing and fixing in position of PVC water bar 150mm wide with single bulb for horizontal joints necessary holders fabrication, the rate inclusive of cost of water bar, holders fabrication and fixing in position etc complete as per standard specification and as directed by the Engineer.
144
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Providing lightening arrestor etc., Supply of Early Streamer Emission Air Terminal (ESEAT). Model: L The ESEAT has corrosion resistant stainless chrome body made up of AISI 316 grade of height 0.50 metres capable of working in hazardous atmosphere. The Air terminal is non-radioactive and requires no special licensing. The unit is fully autonomous (no battery, no external power supply is required), collects energy from the ambient electric field.The ESEAT model has been tested in a high voltage laboratory in accordance with NFC 17 102 in order to measure the average gain in triggering. The average gain in triggering time (ΔTs) obtained during the lab test for the offered model is 60 μs. The ESEAT works on negative as well as positively polarized discharges. ESEAT has been tested for such discharges in Central Power Research Institute (CPRI). A dedicated tester is avilable to test the healthiness of the ESEAT on request (Page No. 37, Point No. 3 of Clause 8.6 of the Revised NFC 17-102 version 2011 ).
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