Tender For Reconstruction Of Athletic Track -8 (400M) , Football Ground , Valley Ball Court , Basket Ball Ground , Open Kabadi Court And Long Jump Court In Existing Chief Ministers Mini Statium Kallidaikuruchi In Thirunelvlei District
Tender Overview
Project Description
Tender for Reconstruction Of Athletic Track -8 (400M) , Football Ground , Valley Ball Court , Basket Ball Ground , Open Kabadi Court And Long Jump Court In Existing Chief Ministers Mini Statium Kallidaikuruchi In Thirunelvlei District
BOQ
| Sl. No. | Item Description |
| 1 | 1) ATHLETIC TRACK 400M |
| 2 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 3 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete By power roller including hire charges |
| 4 | Supplying and erecting centering for Kerb Wall |
| 5 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the |
| 6 | Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. |
| 7 | 2 ) FOOTBALL GROUND |
| 8 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 9 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification. By power roller including hire charges |
| 10 | 3 ) VOLLEY BALL COURT |
| 11 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 12 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.By power roller including hire charges |
| 13 | Providing and Laying good quality grity gravel filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction. |
| 14 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. |
| 15 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. |
| 16 | Supplying and erecting centering for Kerb Wall HW-W0143 |
| 17 | Supplying and MS pipe 63.5mm*63.5mm*3.5mm hollow section pipe |
| 18 | Supply and Delivery of Chain Link - 2\\" x 2\\" using 10 Gauge Galvanised IronWire (of all sizes) including cost and conveyance all labour charges etc complete. |
| 19 | 4) BASKET BALL |
| 20 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. |
| 21 | Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. |
| 22 | Brick work in Cement Mortar 1:5 ( One cement, Five sand) using COUNTRY bricks for foundation and basement including curing, etc., complete complying with standard specifiction. |
| 23 | Providing vacuum de watered controlled cement concrete surfacing 100mm thick in required slope and chamber conforming ready mixed or site batched design mix cement concrete for M25 grade with 20mm size stone aggregate cast insitu, smooth finish and levelling with double framed screed vibrator, excess water to be removed through vacuum pump with bottom and top filter mat duly sealing the edges all- round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with power floated and power trowler to obtain the hard surface including provision of expansion joints at 6mtr. intervals across the platform by cutting 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealant and adding admixture recon 3S for crack free construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works etc., complete and as directed by the Engineer i/c (All labour, materials,tools and plants etc., including cement by the contractor only) |
| 24 | Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 25 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. |
| 26 | Supplying and MS pipe 63.5mm*63.5mm*3.5mm hollow section pipe |
| 27 | 5 )LONG JUMP |
| 28 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 29 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification. |
| 30 | Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. |
| 31 | Brick work in Cement Mortar 1:5 ( One cement, Five sand) using best COUNTRY bricks for foundation and basement including curing, etc., complete complying with standard specifiction. |
| 32 | In Foundation & Basement Level. |
| 33 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 34 | Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 35 | Providing and Laying good quality grity gravel filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction. |
| 36 | Supplying and erecting centering for Kerb Wall HW-W0143 |
| 37 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. |
| 38 | 6 ) OPEN KABADI COURT |
| 39 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 40 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.By power roller including hire charges |
| 41 | Providing and Laying good quality grity gravel filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction. |
| 42 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
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Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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