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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance NEAR SADHURAM SCHOOL RAGHUNATHGANJ KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹93,200
Closing Date
10 Mar 2023, 3:00 pmClosed
The Executive Office, Olagadam Town panchayat
66, Perumal Kovil street, Olagadam Town Panchayat office, Olagadam Po, Bhavani Tk, Erode District
Formation of Paver Block road Construction of Storm water drain and culvert at Ward No 12 Thandampalayam Kattu kottai
2023_DTP_290780_1
798/2022-1
Open Tender
Civil Works - Roads
Works
180 days
Thandampalayam Kattu Kottai
Contractor 1 Class
2 documents required · 2 mandatory
₹0
₹93,200
Yes
Olagadam Town panchayat Office
17 Mar 2023
24 Feb 2023
10 Mar 2023
24 Feb 2023
10 Mar 2023
24 Feb 2023
3 Mar 2023
Amount
Earthwork excavation for foundation and depositing on Bank with metal lead of 10m and initial of 2m in Hard stiff clay, stiff black cotton,hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders including all labour charges etc.complete as per SS 20 B TNDSS No 23, 24 VI(S2),VI, VII.9 & 10
as per SS 20 B TNDSS No 23, 24 VI(S2),VI, VII.9 & 10
Cement concrete of mix 1:4:8 (one part of cement, and four part of sand, and eaight part of coarse aggregate) using hard broken granite stone jelly of 40 mm gauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid I layers of not more than 15cm thick complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost & conveyance of materials laying curing etc., complete as per TNDSS No 28V,VI(S2),VI(S54) and VII
Supplying and erecting centering for sides and soffits including supports and srtutting upto 3.29mm height for plane surfaces in all floors with cross bracings using miled steel sheets of size 30cm x 60cm and 10 gauge stiffened welded with miled steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood).Joists of size 10cm x 6.5cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced 75cm centre to centre etc., complete complying with standard specification ans as directed for the following items as per TNDSS No 30 & 86 - b). For Column
Plain Cement Concrete 1:2:4 Mix (one part cement, two part M.sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed 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. TNDSS No.24
Vibrated Cement concrete of 1:3:6 mix (one part of cement, and three part of sand, and six part of coarse aggregate) using hard granite stone jelly of 20mm gauge for sidewall concrete works excluding shuttering , including dewatering wherever necessary including the cost of all materials and labour charges for mixing concrete and curing etc. complete as per TNDSS No.24
Finishing the top of flooring with granolethic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete
Supplying fabricating and placing in position of steel rods using TMT. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M.sand and three part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.
Providing and Laying Wet Mix Mecadam using 0.396m3 of 45-22.40mm graded metal, 0.528m3 of 22.40-2.36mm graded metal and 0.396m3 of 2.36 and below size graded metal premixed with water to a densemass on a prepared subgrade / base to template in uniform 15cm Consolidated thickness and consolidation with Vibratory roller of 8 to 10 tonne capacity in stages to proper grade and camber rolling with protecting edges, etc completing with MORTH specification Clause 406.
Rubberised Interlocking Paver Block M40 grade providing and laying of 80mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Block in required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base cushion 150mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification.
SURESH & CO
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