Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Eprocure
Opening Date14 Jun 2024
Closing DateCancelled
Tender Amount₹ 8,18,00,000
Costs
EMD
₹ 8,18,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_454357_1Tender No
1243/2023/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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From 1.00m-2m below GL
3271.51
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From 2-3m
2185.47
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From 3-4 m
1618.71
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From 4-5 m
958.7
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From 5-6 m
347.57
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Refilling the trenches with excavated earth including watering and consolidation as directed by the Engineer in Charge.
11488.84
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Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 km and spreading at PS as directed by the Engineer in charge.
983.47
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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 eflectors 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 TWAD Board officers.
5026
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Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for nonpressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.
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200 DWC
1750
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250 DWC
606
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300 DWC
255
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Supply and delivery of HDPE pipes for sewerage PE 100 PN 6 conforming to IS : 14333/1996 (amended in 2009
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350 HDPE
694
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400 HDPE
307
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450 HDPE
224
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500 HDPE
766
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600 HDPE
285
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Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. 200mm DWC Pipes:
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0-2 m
968
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2-3 m
532
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3-4 m
200
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4-5 m
50
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250mm DWC Pipes
-
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0-2 m
509
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2-3 m
44
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3-4 m
53
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300mm DWC Pipes
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0-2 m
84
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2-3 m
37
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3-4 m
134
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Jointing DWC Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers.
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200 mm
292
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250 mm
101
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300 mm
43
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Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers 350 HDPE
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0-2 m
267
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4-5 m
307
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5-6 m
120
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400 HDPE
-
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3-4 m
55
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5-6 m
252
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450 HDPE
-
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3-4 m
57
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4-5 m
128
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5-6 m
39
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500 HDPE
-
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0-2 m
61
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2-3 m
96
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3-4 m
122
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4-5 m
322
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5-6 m
165
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600 HDPE
-
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0-2 m
144
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3-4 m
58
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4-5 m
43
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5-6 m
40
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Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers.
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350 HDPE
116
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450 HDPE
37
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500 HDPE
123
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600 HDPE
48
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Road Cutting & Restoration
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Labour for cutting open road for laying water mains or sewer. BT ROAD
351.86
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Labour for cutting open road for laying water mains or sewer. CONCRETE ROAD
146.61
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Road restoration with cement concrete 1:4:8, 10 cm thick, using 40 mm HBS metal and cement concrete 1:2:4 , 10 cm thick using 20 mm HBS including cost of all materials laying, curing including earth work excavation for a depth of 40cm and sand filling
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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 and sewerage works in the following type of soils as directed by Departmental officers. 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
684.18
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Sand filling
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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
390.96
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Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
293.22
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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
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Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth SS 20 B
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First depth of 2 m
310.25
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Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting
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First depth of 2 m
273.93
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Second depth of 2 to 3m
155.11
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Third depth of 3 to 4m
155.11
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fouth depth of 4 to 5m
167.37
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Fiveth depth of 5 to 6 m
114.89
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Six depth of 6 to 7m
56.85
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Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
23.28
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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
23.28
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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 cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 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. SULPHATE RESISTANT CEMENT
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Above GL
33.86
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Below GL & Upto 1.5 m
36.45
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Beyond 1.5m to 4.5 m below GL
72.91
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Beyond 4.5m to 9.00 m below GL
115.24
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Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
232.52
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Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cm x 60cm and BG 10 gauge, stiffend with welded MS angle of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the Engineer incharge. for the following items
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Plain surface
85.48
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Curved surface
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UP TO 3.3 M HEIGHT(Above , Below GL& Above base slab)
537.44
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3.3 TO 4.3 M HEIGHT( Above base slab)
160.26
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4.3 TO 5.3 M HEIGHT( Above base slab)
160.26
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5.3 TO 6.3 M HEIGHT( Above base slab)
118.54
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6.3 TO 7.3 M HEIGHT( Above base slab)
52.74
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7.3 TO 8.3 M HEIGHT( Above base slab)
34.25
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8.3 TO 9.3 M HEIGHT( Above base slab)
8.72
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Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), of best approved quality and as per standard specifications etc.,complete.
10
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Supplying and fixing C. I/PVC steps inside the pump.
110
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Refilling the outside of the sump with excavated earth(other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Engineer incharge.
260.26
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Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by the Engineer incharge.
829.4
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Supply delivery and fixing in position of Stainless steel Welded grill vertical sloping 5mm thick bar placed at a distance of 1.5 cms and dimensions of 700mm x 600mm including cost conveyance to site and all labour charges for fixing inposition etc complete
25
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Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded / Fly ash bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
0.03
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Providing and fixing uPVC pipes (Soil and waste line) of required diameter conforming to I.S.-15328/2003, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete.
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1) 160mm Dia UPVC pipe
75
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Construction of RCC Manholes{Separate Estimate)
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MH depth of 0.75 m and Dia of 0.9 m
24
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MH depth of 1.25 m and Dia of 0.9 m
13
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MH depth of 1.75 m and Dia of 1.2 m
13
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MH depth of 2.25 m and Dia of 1.2 m
6
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MH depth of 2.75 m and Dia of 1.5 m
4
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MH depth of 3.25 m and Dia of 1.5 m
6
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MH depth of 3.75 m and Dia of 1.5 m
7
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MH depth of 4.25 m and Dia of 1.5 m
10
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MH depth of 4.75 m and Dia of 1.5 m
5
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MH depth of 5.25 m and Dia of 1.5 m
5
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MH depth of 5.75 m and Dia of 1.5 m
9
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MH depth of 6.25 m and Dia of 1.2 m
2
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PUMPSET : Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor for the various duty conditions. Pump shall be capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pump shall be of robust construction, Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of Non-clog semi open type , single vane / multi vane preferably contra bloc or vortex impeller design. Double mechanical seal with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor shall be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. The bearings life shall be minimum 100,000 hrs of operation with greased for life. Pump should be provided with automatic coupling device including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be of 9600 rpm for high duty pumps and 960/1450 rpm for low duty pumpsets. Casing and impeller should be of CI Gr. FG 260 :IS210 more preferably with hardened impeller.Shaft should be of stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V(+or– 10%), 50Hz(+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor shall not exceed 200% of rated full load current for Star / Delta or ATS starting under any circumstances .The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards . Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit.
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Discharge upto 100 to 200 cum/hr 15m Head
3
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Discharge upto 100 to 200 cum/hr 30m Head
2
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Supply and delivery of 150 mm, flanged, sluice valves shall be as per IS and suitable for 10 bar rating. The body & door shall be of cast iron, spindle - SS AISI 410, Seat rings - SS AISI 304, Back seat bush - bronze. The electric actuator shall consist of reduction gear unit, torque & limit switch with contact, position indicator, hand wheel and locking arrangement. Actuator shall be capable of producing not less than 1.5 times the required torque. The transmission unit shall be designed to transmit twice the required torque.
5
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Supply and delivery of 150 mm non-return valve, flanged and as per IS:5312 and suitable for 10 bar rating. Valve shall be quick closing type with non-slam characteristics and without any external damping arrangements or counter weights. The body and door shall be of cast iron, hinge pin - SS AISI 410, Body / Door rings - SS - AISI 304, Bushes - Bronze.
5
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Cast iron pipes and fittings as per drawing shown. Cast iron pipes shall conform to class B IS: 1537 / IS: 1536 / IS: 7181 and pipe fittings shall conform to IS: 1538. All pipes and fittings shall be flanged and inter connected to the pumping main. SUCTION SIDE-150
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150 mm CI D/F
2795.25
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150mm specials
1625
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Pressurge gauge on the discharge piping
5
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Electrical Items: Meter Box: The M.V control panel shall be of floor mounting type, vermin and dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalised modular type cubical. All cubicals shall be constructed from 14 SWG, MS sheet at the bottom and rear and 12 SWG MS sheet at front. The panel Board shall have removable rear cover hinged front door fitted with knobs. Ther interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enamelled light grey shades. The SB is to be supplied with 4Nos of aluminium bus-bars with ample carrying capacity, properly sleeved with colour code.
4
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M.V Control panel: The M.V control panel shall be of floor mounting type, vermin and dust proof, modular type consisting of the following accessories and controls. The control panel shall be of enclosed type and built with compartmentalised modular type cubical. All cubicals shall be constructed from 14 SWG, MS sheet at the bottom and rear and 12 SWG MS sheet at front. The panel Board shall have removable rear cover hinged front door fitted with knobs. Ther interior and exterior of the panels and compartment shall be treated with one coat of primer and two coats of stove enamelled light grey shades. The SB is to be supplied with 4Nos of aluminium bus-bars with ample carrying capacity, properly sleeved with colour code.
4
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Incoming: 63A TPN MCCB, 35KA with overload, short circuit protection
2
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Voltmeter with selector switch
1
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Ammeter with selevtor switch
1
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3 Phase 4 wire KWH meter
1
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Set of indicating lamps
1
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Set of control fuses
1
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Set of CT's
1
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Outgoing: 16A TP MCCB to control supply to the 1 HP motors
2
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32 A TPN MCCB with all accessories for lighting
1
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15A TP MCCB for capacitor bank
2
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16A TPN MCCB as spare
1
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Supply and delivery of control panel with DOL starter suitable for 2 HP motor with under voltage release and over load relay.The panel shall have protective relays for dry running, temperature control, bearing protection for the motor and timer facility.The panel shall be mounted with an ammeter and indicating lamps for various protections.
8
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Supplying shunt capacitor bank conforming to IS 2834, 3 phase 400/440 Volts grade for power factor improvement - 6 KVAR - 3 sets
8
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CABLES: Supply, delivery and laying of various sizes LT cables as following including cost of materials required, cable carrier system like trenches, cable trays, pipe sleeves as per IS: 3043.
-
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4 C x 4 sq mm
320
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2.5 sq mm copper control cable
320
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Lighting Distribution Board: Providing exhaust fan as per the specifications given 375 mm sweep heavy duty.
4
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PUMPING MAIN: 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 and sewerage works in the following type of soils as directed by Departmental officers. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B
-
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350mm HDPE PN6
289.92
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280mm HDPE PN6
258.72
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140mm HDPE PN6
22
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Supplying and conveying to site, the following sizes of HDPE pipes of class PN6 (PE-100) confirming to IS:4984/1995, as specified in Technical Specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge (TWAD SOR 2023-2024, PN6, Pg 29) III th Quarter
-
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350mm HDPE PN6
302
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280mm HDPE PN6
336
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-
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140mm HDPE PN6
22
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Loweing HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Department Officers (TWAD SOR 2023-2024, Pg 280)
-
-
-
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350mm HDPE PN6
302
-
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280mm HDPE PN6
336
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-
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140mm HDPE PN6
22
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Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Department Officers. TWAD SOR 2023-2024, Pg 291)
-
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350mm HDPE PN6
50
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280mm HDPE PN6
56
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-
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140mm HDPE PN6
4
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Supply, delivery of HDPE Specials As Per IS 1736-1995 including unloading, transportation and stacking charges. Specials for HDPE pipes as per IS 8360/1977/Part 1(Reaffirmed 1992) Part II and III(Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer in charge
-
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Equal Tees (TWAD SOR 2022-2023, Pg 32): 350mm HDPE PN6
1
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Bends - 90 Degree Bend PN6 (TWAD SOR 2022-2023, Pg 32): 350mm HDPE PN6
4
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End Caps (TWAD SOR 2022-2023, Pg 26): 350mm HDPE PN6
1
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Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways 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 two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles 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 TWAD Board officers.
198
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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 Department officers.
462
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Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge
-
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350mm HDPE PN6
302
-
-
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280mm HDPE PN6
336
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140mm HDPE PN6
22
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Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by the Engineer in charge.
54.72
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Supply and delivery of DI D/F Gate scour valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163- 89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years. Including specials and Joints
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300mm di scour valve
2
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140mm di scour valve
1
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Construction of chamber for sluice valve & scour valve using second class chamber bricks in cement mortar 1:4 and necessary plastering with cement mortar 1:3 for 12 mm both inside and outside, precast concrete covers as per drawing , as per IS specifications and as directed by the engineers for the following sizes in metres,as per drawing.
-
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1.65x1.65
1
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2.10x2.10
1
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Schedule - A2 - Other Civil, Mechanical and Electrical Works: HGS SS.20.B. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B
66.91
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Supply delivery and filling of Stone Dust in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and all other incidental charges etc. complete as per standard specification.
121.74
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Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing
5.48
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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 well rammed, watered and consolidated etc. complete complying with standard specification
2.99
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Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings,pintol blocks, plinth beam, staircase steps, critical steps, critical piers,etc.,using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size25x25x3mm for boarding laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc.,complete.
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Mat & Footing
324.21
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Column
25.99
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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 contenet of 325Kg/ 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 -
58.96
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Supplying and fabricating STEEL rods including cutting, bending hooks, cranking, fabricating, assembling and laying in exact position,typing with soft steel wire 16 gauge ,etc., complete conforming to BIS std
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Rcc Work
4932.63
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Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.(For 10 M3)
107.45
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Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications
14
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Plastering with cement mortar (1:5) 12mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications
3259.8
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Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.
158.99
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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, wherever required etc, complete as per standard specification.
1945.5
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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 one coat of red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
24
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Weathering Course with Concrete Broken Brick (S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being '32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete
6.69
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Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One Cement add three sand) 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete
180.74
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Paving the floor with design Antiskirt ceramic tiles (colour and shade as directed) of size 305 mm x 305mm x 6 mm in all floors over a base layer of cement mortar 1:3 (one cement and three sand ) 20mm thick laid in-situ and pointed with same coloured cement
3.6
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Dadooing with glassed tiles of 150mm*150mm*6mm size of approved quality and colour set in c.m 1:2 (one cement and two sand) 10 mm thick and pointing with white cement using 0.4 kg /m2 neatly as directed -including cost of all materials and labour charges etc complete as per SS
19.57
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Wiring with 2X 1.5 sqmm (22/0.3) PVC insulated unsheathed SC.Cu.conductor of 1100v grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with 5A F.T switch inflush with wall, covered with hylum sheet of 3mm thick with painting of suitable colour for open PVC light point etc complete SD-25
4
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Supply and fixing of 40 W tube light fittings with copper choke and all other accessories etc., complete complying with standard specification.(S.D 89)
12
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Supply and fixing of bulk head fitting including all cost and conveyance etc., complete
4
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Providing & fixing PVC RAIN WATER DOWNFALL PIPE of the following dia with necessary T.W.Clamps Plugs, Shoes,Bemds, other clamps, screws nails etc.,complete complying with standard specification. The rate is inclusive of cost of removable iron gratings of appropriate size. The size of Teak Wood plugs used is 150X25mm in front & 200x75mm in rear (wall side) with a depth of 110mm. The pipe is to be fixed by means of "U" clamps at the centre of pipes to be fixed.110mm dia PVC Pipe [4 Kg/SqCm]
4.2
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Supply, Fabrication and erection of fabricated ducting made up of GI sheets of 22 Gauge thickness
40
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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.
1315.44
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Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 liters capacity PVC / 12.5 liters capacity porcelain low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, union coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition, etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting
2
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Suppling and fixing in position 15mm.diameter brass / C.P screw down tap / pillar tap / swan neck tap (heavy duty) of approved make conforming to I.S.specifications and quality including cost of shellac, thread etc.complying with standard specifications and including cutting and threading wherever necessary
4
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Supply and fixing of PVC Solid Doors using 19gauge 19mm MS Sq,tubes for styles and frames, 15mm MS Sq.tubes for to, Lock and bottom rails. The Steel Tubes shall be covered with 5mm thick Solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including furniture and fittings. The over all size of styles shall be 50mm X 30mm. The over all size of top rail, Lock rail and bottom rail shall be 75mm X 30mm. The over all size of frames shall be 50mm X 45mm with suitable tabate for housing the shutter etc, complete as per standard specification.
3.15
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Supplying and fixing in position G.I union and flanges of heavy type of approved quality and good variety, of Various sizes, including necessary cutting and threading of G.I.Pipes for jointing the union and providing two coats of painting with good variety and approved quality of synthetic enamel paint over a coat of priming coat in case of pipe line above Ground level and coat of tar in case of pipe line below Ground level for both internal and external Water supply arrangements.
5
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Supplying and Fixing of Cut stone of Size 0.15 X0.15X2.10 M Including Earth work of 0.45x0.45x0.65 m , M -sand 0.45X0.45x0.10 , PCC 1:4:8 , 0.45x0.45x.10 m , PCC 1:2:4 0.45x0.45x0.45 m . Labour charges for fixing Cut stne .as per standard specification
149
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Supplying and Fixing of Chain link-2"x2" using 10 Gauge Galvanised Iron wires (Of all sizes) for fencing cost including all material, binding wire and labour charges etc. complete as per Standard specification and as directed by the departmental officers.For 10M2
669.5
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Supplying and Fixing of G I PIPES (MEDIUM) AS PER IS 1239/PART I/2004 50 mm
4.6
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