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Infrastructure And Amenities Fund 2020-21 Construction Of 1 . 00 Lakhs Litre Oht With 1750 M Di Pumbing Main At Ellapatti At Markayankottai Town Panchayat, Markkayankottai Town Panchayat Limit-Tamil Nadu

Town Panchayats-TP has published Infrastructure And Amenities Fund 2020-21 Construction Of 1 . 00 Lakhs Litre Oht With 1750 M Di Pumbing Main At Ellapatti At Markayankottai Town Panchayat. Submission Date for this Tender is 29-01-2021. Pipe Laying Tenders in Markkayankottai Town Panchayat Limit Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

26666851
Infrastructure And Amenities Fund 2020-21 Construction Of 1 . 00 Lakhs Litre Oht With 1750 M Di Pumbing Main At Ellapatti At Markayankottai Town Panchayat
Open Tender
Indian
Tamil Nadu
Markkayankottai Town Panchayat Limit
29-01-2021

Tender Details

Infrastructure And Amenities Fund 2020-21 Construction Of 1 . 00 Lakhs Litre Oht With 1750 M Di Pumbing Main At Ellapatti At Markayankottai Town Panchayat

Key Value

Document Fees
Refer document
EMD
INR 45000.0 /-
Tender Value
INR 45 Lakhs /-

BOQ Items

Name of Work: Construction of 1.00 Lakhs Litre OHT with 1750 M DI Pumbing main @ Ellapatti at Markayankottai Town Panchayat
Sl. No. Item Description Item Code / Make Quantity Units
1 1.01 Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B -for 1 st depth 95.41 m3
2 2.01 Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B -for 2nd depth 22.4 m3
3 3.01 Supplying and filling with good river sand from approved quarry layers not more than 15 cm including cost and conveyance of all materials and all labour charges for filling, watering & consolidation etc., complete as per standard specification 24 &25 NBC Part VI (S2) 8 28 V,VI S25\n 6.72 m3
4 4.01 Plain Cement Concrete 1:4:8 mix, (one part of cement, four part of sand and eight part of aggregate) mix using 40mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete and other incidental charges etc., complete. as per standard specification 28 V,VI S25 7.7 m3
5 5.01 Vibrated Reinforced Cement Concrete 1:1 1/2:3 mix,(one part of cement, one and Half point of sand and Three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (Beyond 1.50 m & up to 4.50 m below GL) 26 m3
6 6.01 Vibrated Reinforced Cement Concrete 1:1.2:2 mix,(one part of cement, one point two part of sand and two part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (Up to 1.50 m below GL) 4.42 m3
7 7.01 Vibrated Reinforced Cement Concrete 1:1 1/2 :3 mix,(one part of cement, one and half sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 0 m to 4.50m above GL) 7.02 m3
8 8.01 Vibrated Reinforced Cement Concrete 1:1 1/2 :3 mix,(one part of cement, one and half sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 4.50 m to 7.32 m above GL) 2.5 m3
9 9.01 Vibrated Reinforced Cement Concrete 1:1 1/2 :3 mix,(one part of cement, one and half sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 7.32 m to 10.98 m above GL) 6.28 m3
10 10.01 Vibrated Reinforced Cement Concrete 1:1 1/2 :3 mix,(one part of cement, one and half sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 10.98 m to 14.64 m above GL) 3.215 m3
11 11.01 Vibrated Reinforced Cement Concrete 1:1 1/2 :3 mix,(one part of cement, one and half sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 14.64 m to 18.30 m above GL) 0.68 m3
12 12.01 Vibrated Reinforced Cement Concrete 1:1 1/2 :3 mix,(one part of cement, one and half sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 14.64 m to 18.30 m above GL) 20.975 m3
13 13.01 Vibrated Reinforced Cement Concrete 1:1 1/2 :3 mix,(one part of cement, one and half sand and three part of aggregate) mix using 20mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete but excluding cost of reinforcement and other incidental charges to site etc., complete. as per standard specification 28 V,VI S25 (From 18.30 m to 21.96 m above GL) 6.8 m3
14 14.01 Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists of size 10cmx6.5cm space at 10cm c/cand supported by Casurino Prop 10cm-13cm spaced at 75cm c/c etc., complete and as directed by Departmental Officers.
15 14.02 Plain surface
16 14.03 0 to 3.30 m height 83.1 m2
17 14.04 3.30 to 4.30 m height 31.79 m2
18 14.05 6.30 to 7.30 m height 31.79 m2
19 14.06 11.30 to 12.30 m height 69.57 m2
20 14.07 0 to 3.30 m height 37.695 m2
21 14.08 3.30 to 4.30 m height 5.775 m2
22 14.09 4.30 to 5.30 m height 8.4 m2
23 14.1 5.30 to 6.30 m height 8.4 m2
24 14.11 6.30 to 7.30 m height 8.4 m2
25 14.12 7.30 to 8.30 m height 5.775 m2
26 14.13 8.30 to 9.30 m height 8.4 m2
27 14.14 9.30 to 10.30 m height 8.4 m2
28 14.15 10.30 to 11.30 m height 8.4 m2
29 14.16 11.30 to 12.30 m height 8.4 m2
30 14.17 12.30 to 13.30 m height 8.4 m2
31 14.18 13.30 to 14.30 m height 8.4 m2
32 14.19 14.30 to 15.30 m height 8.82 m2
33 14.2 Curved Surface
34 14.21 0 to 3.30 m height 154.4 m2
35 14.22 Round Column
36 14.23 0 to 3.30 m height 9.95 m2
37 14.24 3.30 to 4.30 m height 1.43 m2
38 14.25 4.30 to 5.30 m height 1.73 m2
39 14.26 5.30 to 6.30 m height 1.73 m2
40 14.27 6.30 to 7.30 m height 1.73 m2
41 14.28 7.30 to 8.30 m height 1.43 m2
42 14.29 8.30 to 9.30 m height 1.73 m2
43 14.3 9.30 to 10.30 m height 1.73 m2
44 14.31 10.30 to 11.30 m height 1.73 m2
45 14.32 11.30 to 12.30 m height 1.26 m2
46 14.33 12.30 to 13.30 m height 1.73 m2
47 14.34 13.30 to 14.30 m height 1.73 m2
48 14.35 14.30 to 15.30 m height 1.79 m2
49 14.36 15.30 to 16.30 m height 1.1 m2
50 14.37 16.30 to 17.30 m height 1.1 m2
51 14.38 17.30 to 18.30 m height 1.05 m2
52 15.01 Supply and fabrication of steel using TMT rods for all Reinforced cement concrete works including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete. as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3 9300 kg
53 16.01 Painting two coats with Emulsion paint of approved colour and quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification 479.76 m2
54 17.01 Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B -for 1 st depth 1347.5 m3
55 18.01 Supplying and conveying of following sizes of DI Socket / Spikot pipes to site confirming to specifications as per IS 8329:2000 for standard length including cost of pipe, testing charges at factory, labour charges for loading unloading and stacking at site (Page (Page No. 47/ 6.0-2) 1750 m
56 19.01 Lowering of DI pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD officers (Page 195/7A 1750 m
57 20.01 Jointing DI S/S pipes and specials with rubber gaskets (tyton joints) including cost of lubricants, testing to the required pressure with water (including cost of jinting materials) (page 198/8B) 350 e
58 21.01 Refilling the pipeline trenches wih excavated earth complying with standard specifications (page No. 260/19B) 1347.5 m3
59 22.01 Providing and fixing of 5 CM thickness RCC Jolly rails in position of approved design for one metre height including cost and conveyance of all materials and labour charges to site etc., complete
60 22.02 Over Roof slab 23 M2
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