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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹20,000Accepted-Finance | I | Accepted-Finance ACCEPTED | |
| 2 | VI₹20,000Rejected-Finance | VI | Rejected-Finance REJECTED | |
| 3 | VII₹20,000Rejected-Finance CHENNAI | CHENNAI | TAMIL NADU | VII | Rejected-Finance REJECTED | |
| 4 | III₹20,000Rejected-Finance | III | Rejected-Finance REJECTED | |
| 5 | II₹20,000Rejected-Finance | II | Rejected-Finance REJECTED |
Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
16 Oct 2024, 3:00 pmClosed
commissioner kancheepuram corporation
Kancheepuram Corporation Annai Indira Gandhi salai kancheepuram
.CONSTRUCTION OF COMPOUND WALL AT SRINIVASA SCHOOL IN WARD.NO.18 IN KANCHEEPURAM CORPORATION
2024_MAWS_488040_2
7329/2024/E2
Open Tender
Civil Works
Item Rate
180 days
Kancheepuram Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹20,000
Yes
13 Dec 2024
25 Sept 2024
16 Oct 2024
25 Sept 2024
16 Oct 2024
25 Sept 2024
25 Sept 2024 - 16 Oct 2024
Amount
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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and cleaning and levelling the site etc.,complete - Narrow Foundations - First Depth - Upto 2m Footing
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 wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and cleaning and levelling the site etc.,complete - Narrow Foundations - First Depth - Upto 2m plinth beam
Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
Plain Cement concrete 1:4:8 (one cement, four sand, eight aggregate) using 40mm gauge hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted,etc., complete complying with standard specification.
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation coloumn
Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation plinth beam
Reinforced Cement Concrete 1:1-1/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers.In Ground floor
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 as per standard specification.
Brick work in following Cement Mortar using best quality of country bricks of size 8-3/4" x 4-1/4" x 2-1/4" for foundation and basement including curing, etc., complete complying with standard specifiction.In Cement Mortar 1:6 (one cement and six sand)
Plastering with cement mortar 1:5 (One Cement, Five Sand) 12mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications.
Painting two coats for Interior surface with approved Interior 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.
S.AMUDHA (BID ID -1158629)
K.SRINIVASAN (BID ID -1159367)
S.RANGANATHAN (BID ID -1159094)
V.PUGALENDHI (BID ID -1159515)
K.KARTHIKEYAN (BID ID -1151888)
K.SARAVANAN (BID ID -1159358)
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