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Aruppukottai Municipality ( Package-3 ) Providing Strom Water Drain With Paver Block Road At Mdr Nagar East 1St Main Street W.No 7 ( 126007R116 ) , Mdr Nagar East 7Th Main Street W.No 7 ( 126007R128 ) , Mdr Nagar North 4Th Street W.No 7 ( 126007R13, ARUPPUKOTTAI-Tamil Nadu

municipality has published Aruppukottai Municipality ( Package-3 ) Providing Strom Water Drain With Paver Block Road At Mdr Nagar East 1St Main Street W.No 7 ( 126007R116 ) , Mdr Nagar East 7Th Main Street W.No 7 ( 126007R128 ) , Mdr Nagar North 4Th Street W.No 7 ( 126007R13. Submission Date for this Tender is 30-11-2021. Drainage Tenders in ARUPPUKOTTAI Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

30013707
Aruppukottai Municipality ( Package-3 ) Providing Strom Water Drain With Paver Block Road At Mdr Nagar East 1St Main Street W.No 7 ( 126007R116 ) , Mdr Nagar East 7Th Main Street W.No 7 ( 126007R128 ) , Mdr Nagar North 4Th Street W.No 7 ( 126007R13
Open Tender
Indian
Tamil Nadu
ARUPPUKOTTAI
30-11-2021

Tender Details

Aruppukottai Municipality ( Package-3 ) Providing Strom Water Drain With Paver Block Road At Mdr Nagar East 1St Main Street W.No 7 ( 126007R116 ) , Mdr Nagar East 7Th Main Street W.No 7 ( 126007R128 ) , Mdr Nagar North 4Th Street W.No 7 ( 126007R135 ) , Mdr Nag Aruppukottai Municipality ( Package-3 ) Providing Strom Water Drain With Paver Block Road At Mdr Nagar East 1St Main Street W.No 7 ( 126007R116 ) , Mdr Nagar East 7Th Main Street W.No 7 ( 126007R128 ) , Mdr Nagar North 4Th Street W.No 7 ( 126007R135 ) , Mdr Nag

Key Value

Document Fees
Refer document
EMD
INR 110220.0 /-
Tender Value
INR 1.10 Crore /-

BOQ Items

Name of Work:(Package-III)Providing Strom Water Drain with Paver Block Road @ MDR Nagar East 1st Main Street W.No 7 (126007R116), MDR Nagar East 7th Main Street W.No 7 (126007R128), MDR Nagar North 4th Street W.No 7 (126007R135), MDR Nagar North 5thStreet W.No 7 (126007R137), MDR Nagar North 6th Street W.No 7 (126007R139), MDR Nagar North7th Street W.No 7. (126007R140), MDR Nagar 4th South North Street W.No.7. 126007R141, Devatex Ganesh Nagar North 2nd 1st Cross St Main Street W.No.7 (126025R357)in Aruppukottai Municipality
Sl. No. Item Description
1PROVIDING STROM WATER
2Earth 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 hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cumDRAIN
3Conveyance and Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification.For 1M3
4Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
5Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm 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
6Plain Cement Concrete 1:2:4 (one cement, two fine aggregates 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 chargesetc., complete as per standard specification
7Plastering with cement mortar (1:4) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications
8Suppling 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 ofsteel and binding wire also in all floors.
9Providing 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 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 staandards. (No separate payment will be made by the Department for the excess usage of materials)
10Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
11Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
12Supplying and laying Rubberisedinterlocking Paver blockM40 grade Providing and laying of83mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, stone dust cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
13Plain Cement Concrete 1:1.5:3 (one cement, one and half fine aggregates and three 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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