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| 1 | 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 University Engineers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the University Engineer. |
| 2 | Cement concrete 1:5:10 (one cement, five crushed stone sand and ten 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 and as directed by the University Engineer. |
| 3 | Supplying and filling in foundation and basement with Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 4 | 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, sunshades 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. (Payment for centering shall be given after the concrete is laid) |
| 5 | Brick work in cement mortar 1:5 (one cement and five crushed stone sand sand) using Fly ash Bricks of size 230x110x70mm for the following items,including neat finishing, curing etc., complete complying with standard specifications. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost) |
| 6 | For foundation and basement |
| 7 | Brick partition walls of 11.50cm thickness using best quality Fly ash brick of size 230x110x70mm in Cement Mortar 1:3 (one cement and three crushed stone sand sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the University Engineer. (Hoop iron reinforcement will be measured and paid for separately) |
| 8 | For ground floor |
| 9 | Plain Cement Concrete 1:2:4 (one cement two crushed stone 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 university Engineer. |
| 10 | Plastering with Cement Mortar 1:5 (one cement and five crushed stone sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the University Engineer. |
| 11 | Providing L-angle posts of size 65x65x6mm tk with boxing on both sides and fixing with a base plate as including cost of materials, base plates, foundation siffener rod etc., and labour charges for cutting, welding charges including cost of welding rod conveyance charges at site of work with one coat of red oxide primer etc., complete complying with standard specification and as directed by the University Engineer. |
| 12 | Supplying and fabricating M.S Rectangular hollow tube section of size 60x40x2.90mm for purlin and 80mmx40mmx2.90mm for rafter. Including welding works and two coats of synthetic enamel paint over one coat of red oxide primer etc., complete complying with standard specification and as directed by the University Engineer. |
| 13 | a) For Purlin (60x40x2.90mm) |
| 14 | b) For Rafter (80x40x2.90mm) |
| 15 | Supplying and roofing with colour coated Galvalume sheets of 0.47mm thick (26 gauge) with necessary bolts, nuts and washers etc., including ridge sheets, cost of all materials, labour charges conveyance charges welding charges etc., complete complying with standard specification and as directed by the University Engineer. |
| 16 | Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the University Engineer before use on works.) |
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