Directorate Of Town Panchayats Tender

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Directorate Of Town Panchayats Tender

Civil And Construction
Eprocure
Opening Date29 Dec 2022
Closing Date25 Jan 2023
Tender Amount₹ 8,54,00,000 
Notes
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BOQ Items

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DO_NOT_SHOW

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View all details for FREE

3200

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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 2022-2023, PN6, Pg 29)

-

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-

589

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-

33939

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Supply and delivery of following sizes of DI K7 Class s/s pipes as per IS: 8329 / 2000, at the site of work etc., complete and as directed by Engineer in charge. (TWAD SOR 2022-2023, Pg 46)

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3200

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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 2022-2023, Pg 268)

-

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-

589

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-

33939

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3200

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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 2022-2023, Pg 279)

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98

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679

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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). (TWAD SOR 2022-2023, Pg 261)

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533

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Cutting the DI pipes true to axis and finishing the ends complete. (TWAD SOR 2022-2023, Pg 270)

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32

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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)

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4

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227

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Bends - 90 Degree Bend PN6 (TWAD SOR 2022-2023, Pg 32)

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1

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46

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End Caps (TWAD SOR 2022-2023, Pg 26)

-

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1

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-

34

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Supply , delivery and fixing of D.I. specials as per IS 9523/2000 at site etc., complete as directed by Engineer in charge.(TWAD SOR 2022-2023, Pg 52)

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463

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Supply, delivery to site, fixing, & commissioning of CI Scour valve including specials C.I. A/F Tee, PVC Tail Piece, C.I. D/F Pipe, C.I. Sluice Valve, C.I. Double foot Bend, C.I. Semicircular bend, Surface Box, Bolt Nut & Rubber Insertion. etc complete as per specification

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100 mm CI Scour Valve in 160 mm HDPE - 3 Nos.

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150 x 150 x 100 mm C.I. A/F Tee

102

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160 mm P.V.C. T.P. with flange

6

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100 mm x 2.75 m C.I. D/F Pipe

234.9

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100 mm x 0.75 m C.I. D/F Pipe

164.7

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100 mm CI D/F Sluice Valve

3

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100 mm C.I. D'Foot bend

78

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100 mm x 1.00 m C.I. D/F Pipe

101.4

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100 mm C.I.Semicircular bend

76.32

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Surface box

99

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Bolt , Nut & Rubber insertion D/F joint - 100 mm

21

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Bolt , Nut & Rubber insertion D/F joint - 125 mm

6

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100 mm CI Scour Valve in 140 mm HDPE - 7 Nos.

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125 x 125 x 100 mm C.I. A/F Tee - 1 No

238

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140 mm P.V.C. T.P. with flange - 2 Nos

14

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100 mm x 2.75 m C.I. D/F Pipe - 1 No

548.1

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100 mm x 0.75 m C.I. D/F Pipe - 2 Nos

384.3

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100 mm CI D/F Sluice Valve -1 No

7

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100 mm C.I. D'Foot bend - 1 No

182

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100 mm x 1.00 m C.I. D/F Pipe - 1 No

236.6

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100 mm C.I.Semicircular bend - 1 No

178.08

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Surface box - 1 No.

231

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Bolt , Nut & Rubber insertion D/F joint - 100 mm - 7 Nos.

49

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Bolt , Nut & Rubber insertion D/F joint - 125 mm - 2 Nos.

14

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Supply, delivery to site, fixing, & commissioning of CI Scour valve including specials C.I. D/S Branch Tee,C.I. Flanged Spigot, C.I. D/F Pipe C.I., C.I. Sluice Valve, C.I. Double foot Bend, C.I. Semicircular bend, Surface Box, Bolt Nut & Rubber Insertion. etc complete as per specification

-

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125 mm CI Scour Valve in 150 mm DI main - 2 Set

-

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150x 150 x125 mm C.I. D/S Branch Flange Tee

106

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125 mm x 2.75 m C.I. flanged spigot

192.65

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125 mm x 0.75 m C.I. D/F Pipe

141.7

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125 mm Sluice Valve

2

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125 mm C.I. Duck Foot bend

72

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125 mm x 1.00 m C.I. D/F Pipe

87.4

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125 mm C.I.Semicircular bend

101.6

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Surface box

66

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Bolt , Nut & Rubber insertion

18

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Tytan joint-150mm dia

4

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Supply delivery to site, fixing & Commisioning of kinetic air valve for handling more volumes of air in pumping main, double orifice kinetic air valve confirming to IS 14845 tamper proof design (PN-1) and with 6 years warranty including loading and unloading at site, transporting charges taxes and duties etc., as directed by the engineers of the following sizes. (TWAD SOR 2022-2023, Pg 68)

18

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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. (TWAD SOR 2022-2023, Pg 323)

7657

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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. (TWAD SOR 2022-2023, Pg 323)

9022

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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 (TWAD SOR 2022-2023, Pg 295,296)

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589

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33939

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3200

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Labour charges for cutting of B.T road for laying of mains and as directed by Engineer in charge. (TWAD SOR 2022-2023, Pg 299)

335

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Labour charges for cutting of C.C road for laying of mains and as directed by Engineer in charge. (TWAD SOR 2022-2023, Pg 299)

200

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House Service Conneciton

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Providing House service connection with suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around including road cutting, replacement of utilities, providing house service connection, refilling, restoration of roads / drains, testing etc complete with the following materials Data

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CC Road

613

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BT Road

2053

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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 -

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Concrete Block for resting Duckfoot Bend in Scour Valve Arrangement

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Road Restoration

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2.00 lakh OHT

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658.68

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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

-

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Road Restoration

867.99

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Supply, delivery to site, fixing, & commissioning of CI Sluice valve, Pressure Reducing and flow limit control valve, Electromagnetic flow meter including specials C.I. D/F pipe, PVC Tail Piece with Flange, Bolt Nut & Rubber Insertion (exluding Valve Pit)

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At DMA Entry

-

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100 mm Sluice Valve, 100mm Flow Control Valve, 100 mm Electromagnetic Flow meter in 110 mm HDPE PN6 main

-

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100 mm CI D/F Sluice Valve

4

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100 mm DI D/F Pressure Reducing and Flow Limit Control Valve

4

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100 mm D/F Full Bore Electromagnetic Flow Meter

4

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100 mm x 0.20 m C.I.D/F Pipe

107.84

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100 mm x 0.75 m C.I.D/F Pipe

219.6

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110 mm PVC Tailpiece with flange

8

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Surface box

132

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Bolt , Nut & Rubber insertion - 100mm

32

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150 mm Sluice Valve, 150 mm Flow Control Valve, 150 mm Electromagnetic Flow meter in 140 mm HDPE PN6 main

-

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-

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150 mm CI D/F Sluice Valve - 1 No.

3

-

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150 mm DI D/F Pressure Reducing and Flow Limit Control Valve - 1 No.

3

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150 mm D/F Full Bore Electromagnetic Flow Meter - 1 No.

3

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-

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150 mm x 0.30 m C.I.D/F Pipe-2 Nos

155.28

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150 mm x 0.75 m C.I.D/F Pipe-2 Nos

267.6

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140 mm PVC Tailpiece with flange - 2 Nos.

6

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Surface box - 1 No.

99

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Bolt , Nut & Rubber insertion - 150mm - 8 Nos.

24

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Construction of chamber for sluice valve, scour valve & air valve using second class chamber bricks in cement mortar 1:5 and necessary plastering with cement mortar 1:3 for 12 mm inside , precast concrete covers including reinforcement grill 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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Feeder System

-

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1.00 m x 1.00 m x 1.20 m

4

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Distribution System

-

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1.00 m x 1.00 m x 1.20 m

26

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District Metered Area (DMA)

-

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-

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For 110mm Dia. HDPE Pipe - 1.85m x 1.30m x 1.20m

4

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For 140mm Dia. HDPE Pipe - 2.27m x 1.30m x 1.20m

3

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2.00LL Over Head Tank - 16.0m Staging Height

-

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Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B (TWAD SOR 2022-2023, Pg 285)

-

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Depth upto 2.00m

-

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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

30.39

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Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting

23.47

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Medium Rock and Dense Medium Rock not requiring

3.13

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Second Depth above 2.00m

-

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-

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Medium Rock and Dense Medium Rock not requiring

14.08

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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.

3.13

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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.

-

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Below G.L.

-

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-

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1.50m to 2.00m depth from G.L

7.25

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-

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Below G.L upto 1.50m depth

8.42

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-

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Above G.L

-

-

-

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Above G.L upto 4.50m height

11.3

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-

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Above 4.50m to 7.32m ht., from G.L

2.52

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-

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Above 7.32m to 10.98m ht., from G.L

10.35

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-

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Above 10.98m to 14.64m ht., from G.L

10.35

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Above 14.64m ht., to 18.30m ht.,

47.39

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-

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Above 18.30 m to 21.96m ht., from G.L

22.39

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Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m2

-

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-

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PLANE SURFACE

-

-

-

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Upto 3.30m ht., from G.L

135.92

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-

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Centering for Inside Circle column

-

-

-

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upto 3.30m ht.

7.94

-

-

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From 3.30m to 4.30m ht.

61.31

-

-

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From 4.30m ht., to 5.30m ht.

61.31

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From 5.30m ht., to 6.30m ht.

61.31

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-

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From 6.30m ht., to 7.30m ht.

61.31

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-

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From 7.30m ht., to 8.30m ht.

61.31

-

-

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From 11.30m ht., to 12.30m ht.

61.31

-

-

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From 15.30m to 16.30m ht.

85.82

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-

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Centering for square column

-

-

-

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upto 3.30m ht.

32.38

-

-

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From 3.30m to 4.30m ht.,

22.83

-

-

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From 4.30m to 5.30m ht.,

9.81

-

-

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From 5.30m to 6.30m ht.,

9.81

-

-

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From 6.30m to 7.30m ht.,

9.81

-

-

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From 7.30m to 8.30m ht.,

7.41

-

-

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From 8.30m ht., to 9.30m ht.,

9.81

-

-

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From 9.30m ht. to 10.30m ht.

9.81

-

-

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From 10.30m ht. to 11.30m ht.

9.81

-

-

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From 11.30m ht., to 12.30m ht.,

7.41

-

-

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From 12.30m ht., to 13.30m ht.,

9.81

-

-

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From 13.30m ht., to 14.30m ht.,

9.81

-

-

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From 14.30m ht., to 15.30m ht.,

9.46

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-

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Centering for curved surface

-

-

-

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Upto 0-3.30 m(from floor slab working platform)

210.44

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3.30 to 4.30 m,

4.24

-

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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.

14004.36

-

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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.

674.82

-

-

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Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge

0.01

-

-

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Supplying and fixing in position of M30 Grade Concrete in side access ladder of following size using 20mm size HBS jelly including cost of all materials, centring, shuttering,strutting, fabrication and placing in position of reinforcement, finishing, curing etc. complete and as directed by Department Officers.

1

-

-

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Construction of RCC spiral staircase in M30 Grade Concrete 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.

1

-

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Supplying and fixing of M30 Grade Concrete using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing etc complete

26.08

-

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Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974

1

-

-

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Providing and fixing of M30 Grade Concrete for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete 0.30m dia

2

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-

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Providing pipe connection by lifting pipes and specials in vertical direction and placing the same for required alignment including lifting the pipes and specials in various heights of inlet, outlet, overflow and scour including earthwork excavation conveying the pipe and specials into the trenches, laying to proper grade and alignment cutting, threading and jointing with jointing materials with required specification including labour charges and supply of valves pipes, specials MS Clamps to fix the pipes with the columns including all taxes duties and connected charges etc. complete and taxes duties and connected charges etc. complete and as directed by Engineer in charge.

-

-

-

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2.00LL OHT

-

-

-

-

-

-

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Lifting and positioning of C.I Pipes in vertical direction for service reservoir pipe connection - 200mm - 20.80m

-

-

-

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Vertical laying up to 2m ht. from G.L.

1.91

-

-

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Vertical laying from 2m to 4m.

1.23

-

-

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Vertical laying from 4m to 6m

1.23

-

-

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Vertical laying from 6m to 8m

1.23

-

-

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Vertical laying from 8m to 10m

1.23

-

-

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Vertical laying from 10m to 12

1.23

-

-

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Vertical laying 12,m 14m

1.23

-

-

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Vertical laying 14m 16m

1.23

-

-

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Vertical laying 16m 18m

1.23

-

-

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Supply and delivery of 200mm CI D/F Pipe for plumbing 2m - 8 Nos, 3.30m - 1 Nos, 1.50m - 1 Nos

1298

-

-

... More
200 mm CI D/F SLUICE VALVE - 1 No

1

-

-

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200 mm CI 90 DEG D/F BEND - 3 Nos

201

-

-

... More
200 mm CI Flanged socket - 1 No

37

-

-

... More
200 mm CI DUCKFOOT FLANGED BEND - 1 No

74

-

-

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Jointing the C.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 200mm Dia.

10

-

-

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OUTLET

-

-

-

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Lifting and positioning of C.I Pipes in vertical direction for service reservoir pipe connection - 200mm-16.00m

-

-

-

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Vertical laying up to 2m ht. from G.L.

2.04

-

-

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Vertical laying from 2m to 4m.

2.04

-

-

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Vertical laying from 4m to 6m

2.04

-

-

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Vertical laying from 6m to 8m

2.04

-

-

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Vertical laying from 8m to 10m

2.04

-

-

... More
Vertical laying from 10m to 12

2.04

-

-

... More
Vertical laying 12,m 14m

2.04

-

-

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Vertical laying 14m 16m

2.04

-

-

... More
Supply and delivery of 200mm CI D/F Pipe for plumbing 2m - 8 Nos

1632

-

-

... More
200 mm CI 90 DEG D/F BEND - 1 Nos

67

-

-

... More
200 mm CI Flanged socket - 1 No

37

-

-

... More
200 mm CI DUCKFOOT FLANGED BEND - 1 No

74

-

-

... More
Jointing the C.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 200mm Dia.

8

-

-

-

-

-

... More
Lifting and positioning of C.I Pipes in vertical direction for service reservoir pipe connection -100mm - 16.00m

-

-

-

... More
Vertical laying up to 2m ht. from G.L.

0.52

-

-

... More
Vertical laying from 2m to 4m.

0.52

-

-

... More
Vertical laying from 4m to 6m

0.52

-

-

... More
Vertical laying from 6m to 8m

0.52

-

-

... More
Vertical laying from 8m to 10m

0.52

-

-

... More
Vertical laying from 10m to 12

0.52

-

-

... More
Vertical laying 12,m 14m

0.52

-

-

... More
Vertical laying 14m 16m

0.52

-

-

... More
Supply and delivery of 100 CI Pipe for plumbing 2m - 16m

416

-

-

... More
100 mm CI D/F SLUICE VALVE - 1 No

1

-

-

... More
100 mm CI D/F DUCKFOOT FLANGED BEND - 1 No

25

-

-

... More
100 mm CI Flange Scoket - 1 No

16

-

-

... More
Jointing the C.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100mm Dia.

7

-

-

... More
OVERFLOW

-

-

-

... More
Lifting and positioning of C.I Pipes in vertical direction for service reservoir pipe connection -150mm - 19.45M

-

-

-

... More
Vertical laying up to 2m ht. from G.L.

0.85

-

-

... More
Vertical laying from 2m to 4m.

0.85

-

-

... More
Vertical laying from 4m to 6m

0.85

-

-

... More
Vertical laying from 6m to 8m

0.85

-

-

... More
Vertical laying from 8m to 10m

0.85

-

-

... More
Vertical laying from 10m to 12

0.85

-

-

... More
Vertical laying 12,m 14m

0.85

-

-

... More
Vertical laying 14m 16m

0.85

-

-

... More
Vertical laying 16m 18m

0.85

-

-

... More
Vertical laying 18m 19.45m

0.65

-

-

... More
Supply and delivery of 150mm CI Pipe for plumbing 2m - 9 Nos, 1.45M - 1 No.

830

-

-

... More
150 mm CI 90 DEG D/F BEND - 3 Nos

129

-

-

... More
150 mm CI D/F DUCKFOOT FLANGED BEND - 1 No

47

-

-

... More
150 mm CI D/F Flanged socket - 1 No

16

-

-

... More
Jointing the C.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 150mm Dia.

8

-

-

... More
Labour charges for Painting Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges .etc

3.75

-

-

... More
Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement

49.47

-

-



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