State Industries Promotion Corporation Of Tamil Nadu Limited Tender
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State Industries Promotion Corporation Of Tamil Nadu Limited - SIPCOT Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date14 Dec 2023
Closing Date14 Dec 2023
Tender Amount₹ 6,03,00,000
Costs
EMD
₹ 3,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 15 Ll O.h.t, Providing Distribution Pipeline Arrangement And Internal Infrastructure Facilities For O.h.t At Sipcot Industrial Park Theni
Description
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Contact
Tender Id
2023_SIPCT_394319_1Bid Award Id
ViewTender No
NIT.No.43/CD/T.No.43/2023-24Tender Authority
State Industries Promotion Corporation Of Tamil Nadu Limited ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supplying and filling stone dust for foundation and basement in layers of not more than 15 cm thick well watered, rammed and consolidated etc., Complete complying with standard specification and as directed by SIPCOT officers.
30
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Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by SIPCOT officers.
30
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Providing and laying in position, Standardised Concrete Mix M-30 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 cementcontent of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 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, etc., complete complying with standard specification and as directed by the SIPCOT officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards and as directed by SIPCOT officers.
-
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Upto 1.50 m below GL & upto plinth level
72
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1.50 m to 4.50 m depth from GL
150
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4.5 m to 6 m depth from GL
45
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6 m to 9 m depth from GL
55
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9 m to 12 m depth from GL
55
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12 m to 15 m depth from GL
60
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15m to 18 m depth from GL
235
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18m to 20.6 m depth from GL
91
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc., complete complying with the standard specificaiton. and as directed by SIPCOT officers.
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Below Plinth
-
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Plane surface
380
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Column
75
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Above Ground level
-
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Plane surface
-
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-
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upto 3.30m ht.
280
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From 5.30m to 6.30m ht.,
280
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-
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From 8.30m ht., to 9.30m ht.,
280
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-
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From 11.30m ht., to 12.30m ht.,
280
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Square column
-
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-
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upto 3.30m ht.
190
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-
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From 3.30m to 4.30m ht.,
60
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-
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From 4.30m to 5.30m ht.,
60
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-
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From 5.30m to 6.30m ht.,
55
-
-
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From 6.30m to 7.30m ht.,
60
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-
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From 7.30m to 8.30m ht.,
60
-
-
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From 8.30m ht., to 9.30m ht.,
55
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-
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From 9.30m ht., to 10.30m ht.,
60
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-
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From 10.30m ht., to 11.30m ht.,
60
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-
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From 11.30m ht., to 12.30m ht.,
55
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-
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From 12.30m ht., to 13.30m ht.,
60
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-
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From 13.30m ht., to 14.30m ht.,
60
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-
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From 14.30m ht., to 15.30m ht.,
50
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-
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From 15.30m ht., to 16.30m ht.,
30
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-
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From 16.30m ht., to 17.30m ht.,
30
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-
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From 17.30m ht., to 18.30m ht.,
30
-
-
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From 18.30m ht., to 19.30m ht.,
12
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-
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Curved surface
-
-
-
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From 13.30m to 14.30m ht., from G.L
70
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-
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From 14.30m to 15.30m ht., from G.L
610
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-
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From 0m to 3.30m ht., from S.L
490
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-
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From 3.30m to 4.30m ht., from S.L
150
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-
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From 4.30m to 5.30 m ht., from S.L
90
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-
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From 5.30m to 6.30 m ht., from S.L
65
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Circular column
-
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-
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upto 3.30m ht.
6
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-
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From 3.30m to 4.30m ht.,
2
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-
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From 4.30m to 5.30m ht.,
2.5
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-
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From 5.30m to 6.30m ht.,
2
-
-
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From 6.30m to 7.30m ht.,
2
-
-
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From 7.30m to 8.30m ht.,
2.5
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-
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From 8.30m ht., to 9.30m ht.,
2
-
-
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From 9.30m ht., to 10.30m ht.,
2
-
-
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From 10.30m ht., to 11.30m ht.,
2.5
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-
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From 11.30m ht., to 12.30m ht.,
2
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-
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From 12.30m ht., to 13.30m ht.,
2.5
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Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.
1350
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Painting two coats of newly plastered wall surface with ready mixed exterior plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. and as directed by SIPCOT officers.
5400
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Providing Cut stone set in CM 1:3 (one cement and three M-sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoiretc.,complete complying with standard specification and as directed by SIPCOT Officers
0.01
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Supplying and fixing in position of 0.60m x 0.60m water tight CI manhole frame and cover of approved pattern at the roof slab and as directed. The manhole frame and cover should be of heavy duty and confirming to IS: 1726-1974 etc., complete complying with standard specifications and as directed by SIPCOT officers.
2
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Supply and delivery of the 40mm (1 lpm to 400lpm adjustable type arrangements) OHT flow control valve with female BSP threaded ends, (20mm length) with Stainless Steel Body as per ANSI 202 Grade, Plug, Flange – Nylon 66, (with life cycle test certificate from FCRI/NABL accredited lab, Working Pressure 10 KSC, FCRI, Palgaut pressure test and flow test to be furnished) Triangular notch type flow control path with opening reference scale arrangements for flow notch and Upstream & Downstream pressure checking spring loaded mouth arrangements, complete etc., complete complying with standard specification. and as directed by SIPCOT officers.
1
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Painting the SIPCOT Emblum and writing the slogon in accordance with size and specifications as approved by the SIPCOT Officers with approved colour and quality of paint on the exterior surface of Service Reservoir etc.,.complete complying with standard specifications and as directed by SIPCOT officers.
3.6
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supply of Early Streamer Emission Air Terminal (ESEAT). Model: S 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 ). ESEAT Model : S - Radius of protection : 46 Metres Level of protection considered for the Project-II level etc., complete complying with standard specification. and as directed by SIPCOT officers.
1
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MOUNTING STRUCTURE Supply of Standard / Special Mounting Structure of height 4.5 mts. pipe, and 300 x 300 x 8mm MS plate, 3 mts. 48mm OD class C GI outer pipe,1.8 mtr, 38mm OD inner pipe, for roof mounting on concrete base and with FRP adapteretc., complete complying with standard specification, and as directed by SIPCOT officers.
1
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DOWN CONDUCTOR Supply and run of 25mm x 6mm GI Flat Down Conductor with necessary clamps / supports on wall / floor / ground for earth connection etc., complete complying with standard specification, and as directed by SIPCOT officers.
100
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TEST LINK Supply of Test Link Box for each Down conductor in order to disconnect the earth termination system to enable measurement of resistance etc., complete complying with standard specification, and as directed by SIPCOT officers.
1
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EARTH ELECTRODE Supply and insallation maintenance free GI Earthing System comprising of 50mm dia and 2 mtr. long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs. of carbon based environment friendly backfill compound and suitable clampletc., complete complying with standard specification and as directed by SIPCOT officers.
1
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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 etc., complete complying with standard specification, and as directed by SIPCOT officers.
1
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Supplying and fixing in position of RCC M30 in side access ladder of suitable size using 20mm size HBS jelly |excluding cost of all materials, centering, shuttering, strutting, fabrication and placing in position of reinforcement, finishing, curing etc., complete complying with standard specification. and as directed by SIPCOT officers.
2
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Providing CI pipe connection arrangements for all specials and inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of CI pipes with two coats of approved quality enamel paint etc., .complete complying with standard specifications and as directed by SIPCOT officers.
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PIPE CONNECTION
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INLET
-
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300mm 2.75 m length CI D/F Pipe
2528.55
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300mm CI D/F short pipes 1 m length
121
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300mm CI D/F short pipes 0.45m length
70.73
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-
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300mm CI D/F short pipe 1.00m length
363
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-
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300mm CI D/F Duckfoot bend
156
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300mm 90 Degree CI D/F bend
300
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-
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300mm CI D/F sluice valve
1
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-
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OUTLET
-
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-
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250mm 2.75 m length CI D/F Pipe
3054.1
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250mm CI D/F short pipes 1m length
165.2
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250mm CI D/F short pipes 0.45m length
74.83
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-
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250mm CI bell mouth
90
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250mm CI D/F duckfoot bend
222
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-
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250x200mm CI A/F Tee
204
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-
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250mm CI D/F sluice valve
2
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-
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OVER FLOW CI D/F PIPE
-
-
-
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300mm 2.75 m length CI D/F Pipe
1966.65
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-
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300mm CI D/F short pipes 1.85m length
198.69
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-
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300mm CI D/F short pipes 2.75m length
203.26
-
-
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300mm CI D/F Duckfoot bend
156
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-
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300mm 90 Degree CI D/F bend
200
-
-
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SCOUR
-
-
-
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150mm 2.75 m length CI D/F Pipe
672.75
-
-
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150mm CI D/F short pipes 1.7m length
74.43
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-
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150mm CI D/F short pipes 1.5m length
67.25
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-
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150mm CI D/F short pipes 1.3m length
60.07
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-
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150mm CI D/F short pipes 0.4m length
27.76
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-
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150 mm CI D/F Duckfoot bend
47
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-
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200x150mm CI A/F Tee
69
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-
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scour valve 150mm
1
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-
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CIVIL WORK
-
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Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply works in the following type of soils Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B and refilling with excavated soil (other than sand) etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
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300mm dia D.I Pipe
20
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250mm dia D.I Pipe
20
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-
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Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
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300 mm dia D.I Pipes
20
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-
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250 mm dia D.I Pipes
20
-
-
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Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
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300 mm dia D.I Pipes
4
-
-
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250 mm dia D.I Pipes
4
-
-
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150 mm dia D.I Pipes
4
-
-
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Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specification with M.S. bolts and nuts complete (including cost of jointing materials) etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
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300 mm dia C.I./D.I. Double flanged pipes and specials
2
-
-
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250 mm dia C.I/ D.I Double flanged pipes and specials
2
-
-
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Labour charges for lifting of pipes in vertical direction and fixing in position etc.,compleate complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
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0m to 2m
10
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-
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2m to 4m
10
-
-
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4m to 6m
10
-
-
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6m to 8m
10
-
-
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8m to 10m
10
-
-
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10m to 12m
10
-
-
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12m to 14m
10
-
-
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14m to 16m
10
-
-
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16m to 18 m
10
-
-
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18 m to 20 m
10
-
-
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Construction of masonry valve chamber of size 1.50x0.90mx1.30m as per type design for inlet outlet and byepass arrangements valve location for 200mm dia etc., compleate complying with standard specifications and as directed by SIPCOT Officers.
3
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(Part- B ) Water Supply Distribution Pipe Line
-
-
-
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Supply and delivery of Ductile Iron Socket/Spigot pipes for class K7 pipe as IS 8329/2000 and amended from time to time for the following sizes of pipes etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
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300 mm dia D.I Pipes
60
-
-
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250 mm dia D.I Pipes
70
-
-
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200 mm dia D.I Pipes
1050
-
-
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150 mm dia D.I Pipes
750
-
-
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100 mm dia D.I Pipes
3180
-
-
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80 mm dia D.I Pipes
430
-
-
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Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment etc., complete complying with standard specifications and as directed by SIPCOT Officers..
-
-
-
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300 mm dia D.I Pipes
60
-
-
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250 mm dia D.I Pipes
70
-
-
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200 mm dia D.I Pipes
1050
-
-
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150 mm dia D.I Pipes
750
-
-
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100 mm dia D.I Pipes
3180
-
-
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80 mm dia D.I Pipes
430
-
-
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Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
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300 mm dia D.I Pipes
12
-
-
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250 mm dia D.I Pipes
14
-
-
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200 mm dia D.I Pipes
192
-
-
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150 mm dia D.I Pipes
138
-
-
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100 mm dia D.I Pipes
580
-
-
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80mm dia D.I Pipes
80
-
-
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Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specification with M.S. bolts and nuts complete (including cost of jointing materials) etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
... More
300 mm dia C.I./D.I. Double flanged pipes and specials
5
-
-
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250 mm dia C.I/ D.I Double flanged pipes and specials
5
-
-
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200 mm dia C.I/ D.I Double flanged pipes and specials
5
-
-
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150 mm dia C.I./D.I. Double flanged pipes and specials
5
-
-
... More
100 mm dia C.I/ D.I Double flanged pipes and specials
20
-
-
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80 mm dia C.I/ D.I Double flanged pipes and specials
40
-
-
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Supply, delivery and laying of follwing DI specials at site suitable for distribution main confirming IS standards etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
... More
All socket
1600
-
-
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All flange
3100
-
-
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Supply, delivery and fixing of follwing sizes of Sluice valves with cap/wheel, Scour valves and air valves as per standard specification including necessary pipes, specials and other jointing materials etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
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CI D/F SLUICE VALVE WITH CAP/ WHEEL
-
-
-
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250mm dia
1
-
-
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200mm dia
2
-
-
... More
150mm dia
1
-
-
... More
100mm dia
4
-
-
... More
80mm dia
75
-
-
... More
C.I. DOUBLE AIR VALVE
-
-
-
... More
200mm dia
6
-
-
... More
150mm dia
4
-
-
... More
100mm dia
4
-
-
... More
C.I. D/F SCOUR VALVE
-
-
-
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100mm dia
4
-
-
... More
C.I. D/F Non return valve
-
-
-
... More
250mm dia
1
-
-
... More
200mm dia
1
-
-
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Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E /pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
... More
300mm dia
60
-
-
... More
250mm dia
70
-
-
... More
200mm dia
1050
-
-
... More
150mm dia
750
-
-
... More
100mm dia
3180
-
-
... More
80mm dia
430
-
-
... More
Earth work excavation for foundation 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 surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.and as directed by SIPCOT officers.
4008
-
-
... More
Supplying and filling in foundation and basement with filling crushed stone dust in layer of not more than 150 mm thickwell rammed watered and consolidated complying with standard specification and as directed by SIPCOT officers
21
-
-
... More
Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification and as directed by SIPCOT officers
3808
-
-
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Construction of masonry valve chamber of following sizes as per type design for inlet, outlet and bye pass arrangements valve location etc., complete complying with standard specifications and as directed by SIPCOT Officers.
-
-
-
... More
100mm &150mm (1.20m x 0.90m x 1.30m)
26
-
-
... More
200mm & 250 mm (1.20m x 0.90m x 1.50m)
20
-
-
... More
300mm (1.50m x 1.20m x 1.80m)
2
-
-
... More
80mm (0.50m x 0.50m x 0.7m)
75
-
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FLOW METER Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”. Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programming should be user friendly, etc., complete as per standard specification and as directed by SIPCOT officers.
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250 mm dia
1
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Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by SIPCOT officers.
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Barricading work
14140
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Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 class as per IS 458/2003 manufactured with sulphate resistance cement with 12mm Hi - alumina lining with rubber rings including labour charges for laying at proper levels and locations, transportation cost, jointing materials etc., complete as per standard specification and as directed by SIPCOT officers.
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300 mm dia NP3 Pipe
90
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(Part-C) Formation of Approach Road
-
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Removing the top soil including earth work excavation in all classes of soils, removal of weeds and vegetation, roots etc., and depositing in the places shown by the Engineer incharge etc.,(SS20B) complete and as per the standard specification and as per the direction of SIPCOT officials.
150
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Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 class as per IS 458/2003 manufactured with sulphate resistance cement with 12mm Hi - alumina lining with rubber rings including labour charges for laying at proper levels and locations, transportation cost, jointing materials etc., complete as per standard specification and as directed by SIPCOT officers.
18
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Forming the embankment with carted earth with a initial lead of 10Km including conveyance, laying, watering and consolidation etc., Complete as directed by SIPCOT Officers as per MORTH Specification clause No.111, 112, 305, 900.
150
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Forming the Sub grade with carted earth having minimum CBR of 8% with a initial lead of 10Km including conveyance, laying, watering and consolidation etc., Complete as directed by SIPCOT Officers as per MORTH Specification clause No.111, 112, 305, 900.
250
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Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT officers.
80
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Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 230mm compacted thickness specification in two layers of 115mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT officers.
95
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Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 502 of MORT & H specifications etc., complete complying with standard specifications and as directed by SIPCOT Officers.
400
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Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen emulsion to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer and complete as per clause 503 of MORT & H specifications etc., complete complying with standard specifications and as directed by SIPCOT Officers.
400
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Providing and laying to 75mm thickness dense bituminous macadam using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG30 bitumen for premixing for 10 Sq.meter including cost and conveyance of all materials to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller,and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.
25
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Providing and laying Tack coat over Bituminous surface using 2.00 Kg bitumenemulsion (RSI) to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc.complete as per clause 503 of MORT & H specifications.
400
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Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 30/VG40 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as perspecification using CMPP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officer
18
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ROAD FURNITURE
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Providing and laying Centreline/Edgeline marking with white hot applied thermoplastic compound 150mm wide of high quality 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 including cost and conveyance of all materials to the work site inclding labour charges for machinery and all other incidental charges etc.complete as per MORTH specification and as directed by SIPCOT officers. The finished surface to be level, uniform and free from streaks and holes.
20
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Providing and fixing road stud 100 x 100mm dia cast in Aluminium resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, etc. complete as per standard specification and as directed by SIPCOT officers.
25
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Providind and erecting of direction and place identification retro-reflectorised signs made out ofcube corner micro prismatic grade sheeting conforming to Type - XI standards of IRC 67-2012 and ASTM D 4956-09, specifications and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6 m below ground level. The sign post should be painted as IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x60cm size including cost and conveyance of all materials, equipments and machinery and labour with all leads and lifts , loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro prismatic grade retro-reflectro sheet shall consist of minimum coefficient of retro-reflection as per table 6.9 of IRC 67-2012. The retro reflective sheeting shall be covered undet 10 yeaar warranty issued for field performance and a certified copy of three year outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH SECIFICATION-No.801) ( for location of black spots, curve, sharp bend,junction, ghat roads and critical zone applications) Rate per sqm - (sign having area more than 0.9 sqm) complete as per standard specification and as directed by SIPCOT officers.
5
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supply & fixing of retro reflective sign boards made out of wide angle cube corner micro prismatic grade sheeting conforming to type xi standards of ASTM d 4956 - 09 & as per iro67-2012 specifications fully covered over 4mm thick aluminum composite panel sheet & back support frame of 25 25x3mm mild slue angle and 1 no’s of vertical posts of 50mm a 00 304 grad stainless steel pipe vertical post firmly fired to the ground by means property designed foundation of sand filling 100mm, PCC 1:4:8, 450mm x 450mm x 100mm and mi5 cement concrete 450mm x 450mm x 500mm below ground level and 450mm x 450mm x 300mm above ground level. the item includes earthwork excavation, cost of all material, loading, unloading, lead, lift, transportation etc., complete. 10 years pre-qualification warranty as per cause 6.90 of irc 67-2012 for type xi retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.70 of IRC 67-2012 including 3 years outdoor weather Exposure report for the retro reflective sheeting offered shall be submitted by the contractor for technical qualification in the tender and as directed by the SIPCOT Officers. (90 cm equilateral triangle (With definition board)
2
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(Part-D) Construction of RCC Box Culvert
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Earth work excavation for foundation 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 surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.and as directed by SIPCOT officers.
-
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Depth 0 m to 2 m
60
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Supplying and filling in foundation and basement with filling Crushed stone dust in layers of not more than 15 cm thick well rammed watered and consolidated complying with standard specification and as directed by SIPCOT officers.
3
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Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by SIPCOT officers.
3
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providig laying of M-30 Cement Concrete using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT officers.
-
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For Foundation and Basement.
30
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Supplying 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) and as directed by SIPCOT officers.
-
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vertical surface belowplinth beam
90
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plane surface below plinth beam
15
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Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.
36
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Supply, Delivery and fixing of PVC pipe 90 mm dia ( 4 kg. per cm2 )including cost of materials and labour charges for fixing etc.,and as directed by SIPCOT officers.
-
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90mm PVC -4 Kg/cm2 pipes:
7
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Painting two coats of black and white bands alternatively each coat separately using black and white enamel paints of approved quality including cost and conveyance of paint, painting articles and utencils, labour charges etc., Complete complying with standard specification and as directed by SIPCOT officers.
15
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(Part-E) Construction of RCC Side Drain
-
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Supplying and filling in foundation, basement, etc with filling stone dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by SIPCOT officers.
15
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... More
Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by SIPCOT officers.
15
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... More
Reinforced Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT officers.
-
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... More
For Foundation and Basement.
30
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Supplying 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) and as directed by SIPCOT officers.
-
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vertical surface belowplinth beam
370
-
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Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.
25
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Supply, delivery and laying of 90mm dia pvc pipe for providing holes in drain including cost and conveyance of pipes and labour charges for laying and making the surface in good etc complete at 3 m intervals complete complying with standard specification.and as directed by SIPCOT officers.
75
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(Part-F) Providing Street Light Arangements
-
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Supply, delivery and erection of 8m Free Standing Single Arm Bracket 8 sided Octogonally continously tapered structured pole with base plate of size 300 x 300 x 12mm as per IS-875 with Bottom Pole Dia - 130mm Top Pole Dia - 70 mm Thickness of Pole - 3 mm .The pole should be hot dip galvanized confirming to BESN ISO-1461 with thickness of 65 Micron for fixing of street light fittings including 4 Numbers of M20 mm dia. MS " J "bolts of size 750 mm long top - EN8 grade foundation bolts along with Template for the above poles & Terminals suitable for the same etc., complete and as directed by SIPCOT Officers.
-
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For Single collar Pole
10
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Supply, installation, testing and commissioning of 60 W LED street lights. Housing made of die cast aluminium with silver/grey powder coated, diffuser should be clear heat resistance toughened glass and IK08 with IP66 protection, system efficiency should be 100 LM/W, system having 5KVA surge, operating voltage range of 120V - 270 V AC and frequency 50 HZ, power factor, 0.95,THD 10%, LED chip should be high power and each LED should be 2Watts, each LED with induvidual lens, LED life 50000 burning hours as per L70, CCT Range 5000K-6000K, CRI70 and make of LED CREE/ OSRAM/NICHIA and driver should be potted type Constant current LED driver with 4KV Inbuilt Surge, Driver Efficiency 85%, driver having high voltage, short circuit protection and driver should be with BIS certified with R number. The fixture shall be conforming to latest indian standards or international standards. LEDs comply to the photo biological safety standards as per IEC62471 and RoHS. The fixtures shall be outdoor type. LM79 report from NABL Accredited Lab and LM80 Report from LED chip Manufacture to be submitted etc. complete and as directed by SIPCOT Officers.
-
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For Single collar Pole
10
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Earth work excavation for foundation of street light poles in all classes of soils cotton soil such as hard stiff clay, stiff black hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. except hard rock requiring blasting as per SS 20-B (HGS SS.20.B.) and depositing the same to the low lying area /median, foot path portion(only good earth to be deposited in median and foot path portion for the required quantity) as directed by Engineer in charge with initial lead of 10m and lift of 2m etc. complete as per standard specification and as directed by the SIPCOT officers.
15
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Providing Plain Cement Concrete 1:4:8 (One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete of street light poles and High mast light poles, etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ( Curing with all leads of soft potable water with standard specifications and as directed by "SIPCOT" officers. (in all heights and all depths)
2
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Supplying and erecting form work for steel centering for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC street light pedestal concrete pillars etc., with all cross bracings using mild steel BG 10 sheets of required size stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm at required spacing and supported by casurina props of 10 cm to 13cm dia at required spacing etc., Complete complying with standard specification and as directed by SIPCOT Officers. for vertical surface
38
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Providing Reinforced Cement Concrete 1: 1 1/2 : 3 (One cement, One and a half sand and three jelly) for pedestal concrete using Machine crushed 20mm size Hard Broken granite ISS stone Jelly for all "REINFORCED CEMENT CONCRETE WORKS" including cost and conveyance of all materials and labour to work site excluding cost of centering, shuttering, strutting and cost of MS / RTS Reinforcement grills placed in position but including machine mixing of concrete, laying, vibrating with mechanical vibrators, finishing, curing, including cost of soft potable water treatment of bearing, smooth with cement mortar 1:3 (One cement and Three sand) and kraft paper laid over it without claim for extra and and all labour charges for mixing concrete, laying, curing, vibrating charges, hire charges for all tools and plants and all other incidental charges for foundation and basement etc. as directed by SIPCOT officers etc.
12
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Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by "SIPCOT" officers. (The steel rods must be Fe 415 grade of any brand with ISI marking and necessary test certicate to be produced before using it at site)
10
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Fabrication, supply and installation of out door distribution pillar box of size 1250 mm x 900 mm x 300 mm made out of 16 SWG MS sheet steel with lockable door, with 1 No. 100 A TPN rewirable fuse switch and 32 A 4 way fuse DB with 6 Nos. 40A porcelain fuse cut-outs with 1No. copper earth link and neutral link and 1 No. of 63 A TP Contactor with 230 V Coil and 1 No. of 24 Hours Timer of L & T make or equivalent with its contorl wiring, power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB etc., complete. The pillar painted with one coat of red-oxide and 2 coats of aluminium finish as required by TNEB etc., The pillar to be installed in angle iron frame pedestal with concrete grouting etc. including cost and conveyance of all materials and labour including pedestal concrete and angle iron frame pedestal etc. complete and as directed by SIPCOT Officials.
1
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Supply and laying of 3-1/2 x 50 sq.mm. PVC LTUG armoured cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good etc., complete and as directed by SIPCOT Officers.
200
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Supply and laying of 4 x 16 sq.mm. PVC LTUG armoured cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good etc., complete and as directed by SIPCOT Officers.
400
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-
... More
Supply, laying and testing of 2 core x 1.50 sq.mm PVC insulated SC unsheathed Cu.cable conductor cable of 1100 V grade with necessary jointing materials etc., complete including cost and conveyance of cable and labour charges for laying the cable etc. complete complying with appropriate specification / standards and as directed by SIPCOT Officers etc.
150
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Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry with appropriate specification / standards etc. complete and as directed by SIPCOT Officers .
2
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... More
Supply and run of 1 of No.8 SWG GI wire for earth connection etc., completed as per statndard specification and as directed by SIPCOT Officers.
100
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-
... More
Supply, delivery and laying of 90mm dia HDPE Pipes including cost and laying charges into trenches etc., completed as per statndard specification and as directed by SIPCOT Officers.
500
-
-
... More
Supply, delivery and laying of 50 mm OD - 4 Kg/cm2 PVC Rigid pipes including cost and laying charges into pole pillars for connecting cable into Poles etc.,completed as per statndard specification and as directed by SIPCOT Officers.
25
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(Part-G) Construction of Compound Wall
-
-
-
... More
Earth work excavation for foundation 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 surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.and as directed by SIPCOT officers.
-
-
-
... More
Depth 0 m to 2 m
230
-
-
... More
Supplying and filling in foundation and basement with filling Crushed stone dust in layers of not more than 15 cm thick well rammed watered and consolidated complying with standard specification and as directed by SIPCOT officers.
30
-
-
... More
Plain Cement Concrete 1:4:8 (One Cement, Four M-sand and Eight hard broken stone jelly) using 40 mm ISS size hard broken granite stone jelly for foundation including dewatering wherever if found necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing including cost and conveyance of all materials to site etc., complete complying with standard specification and as directed by SIPCOT officers.
30
-
-
... More
Reinforced Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by SIPCOT officers.
-
-
-
... More
For foundation and basement
60
-
-
... More
For Superstructure
20
-
-
... More
Supplying 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) and as directed by SIPCOT officers.
-
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Below Plinth level
-
-
-
... More
Plane surface
250
-
-
... More
Column
315
-
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Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel bars high strength deformed bars like RTS bars etc.., conforming to FE 415 Grade for all RCC works including cost and conveyance of steel, binding wire to work site cost of fabrication ,labour charges for cleaning the rods , straightening , cutting, bending, tying grills, hoisting and placing the reinforcement in position before concreting , cost of binding wire , provision of space bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT officers.
85
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-
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Brick work in CM 1: 5 using best quality of second class ground moulded chamber burnt bricks of size 9"x 4 3/8"x 2 3/4" including cost and conveyance of all required materilas at site and all labour charges etc., Complete as per standard specification and as directed by SIPCOT Officers.
-
-
-
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For Foundation and Basement.
75
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-
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Brick partition walls of 11.50cm thickness using best quality II Class Ground Moulded Chamber Burnt Brick of size 9" x 43/8" x 23/4" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by SIPCOT officers. (Hoop iron reinforcement will be measured and paid for separately)
480
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-
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Plastering with cement mortar 1:5 (one cement and five p.sand), 12 mm thick for all wall surfaces neatly finishing to line including cost and conveyance of all required materilas at site and all labour charges, proper curing etc., complete complying with standard specifications and as directed by SIPCOT officers.
1630
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-
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Painting two coats of newly plastered wall surface with ready mixed exterior plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. and as directed by SIPCOT officers.
1630
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-
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Supplying and fixing mild steel grills for windows, ventilators, etc., including priming coat etc., complete.and as directed by SIPCOT officers.
100
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-
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Painting new 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.and as directed by SIPCOT officers.
65
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-
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Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)
1
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-
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Added GST of 18%
1
-
-
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