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| 1 | Labour charges for relaying the old available paver blocks over the compacted bed of course sand or quarry dust etc compacting and proper embedding / laying of inter locked paver blocks in true and straight alignment with proper gradient over the sand bedding layer through vibratory compction by using the plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and compacting the paver surface neatly with out any undulations and sweeping the extra sand and cleaning the paver surface neatly etc., complete complying with standard specification and as directed and full satisfaction of departmental officers |
| 2 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. |
| 3 | Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level |
| 4 | 160mm dia pipe line |
| 5 | Clearing the Manhole chamber including removal of silt and slush and conveying the same to out side the campound after the dry condition of silt and slush etc., complete complying withstandard specification and as directed by the departmental officers. |
| 6 | Construction of INSPECTION CHAMBER 600 x 600 mm clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five sand] using best quality of Clay burnt Bricks of size 9” x 43/8” x 23/4” with Class designation of 7.5 and Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification. |
| 7 | Supplying and filling in foundation, basement, etc with filling Crushed Stone 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. |
| 8 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by Manual means |
| 9 | Providing and laying in position, Standardised Concrete Mix M-30 Grade by insitu machine mix concrete adopting weighing batch method 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 content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 10 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) |
| 11 | Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. |
| 12 | Plastering the surface of walls with Cement Mortar 1:5 (One cement and Five plastering sand), 20mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard specification and as directed by the departmental officers. |
| 13 | Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) 20mm thick |
| 14 | Providing and laying premium carpet flooring with foam base and the system shall consist of a 3 mm thick, heavy-duty premium carpet mat manufactured from wear-resistant, child-safe materials, securely installed over a 25 mm thick high-density cushion foam underlay with proven impact-attenuation properties. The cushion foam shall be uniform in thickness, resilient, and capable of absorbing shock to minimize the risk of injury during falls, while maintaining shape and performance under continuous foot traffic. The carpet mat shall be firmly bonded to the foam underlay using approved, non-toxic adhesives to prevent movement, wrinkling, or delamination. The complete flooring assembly shall be laid over a properly prepared, level, clean, and dry sub-base, with all joints neatly aligned and edges securely finished to eliminate trip hazards etc., complete and as directed by the departmental officers |
| 15 | Labour engaged for clearing the silt, debries in the storm water drain, cutting the tree branches wherever necessary cleaning the terrace in buildings, removing the vegetation growth and other works it necessary time to time etc., complete and as directed by the departmental officers |
| 16 | Labours engaged for shifting the furnitures and files, existing place to required places in each floor etc., complete complying with standard specification and as directed by the departmental officers. |
| 17 | Painting two coats of newly plastered wall surface with Exterior emulsion paint of first class quality and of approved colour with a priming coat and two coats of putty including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by the departmental officers. |
| 18 | Collecting the scattered debries using tipper machinery from work spot and loading into the tipper lorry and conveying away the same to outside by lorry to a lead of 3km entirely with in city limit including loading and unloading charges and dumping in low places and levelling neatly etc., complete complying with standard specification and as directed by the departmental officers. (200 cft volume capacity) Please Enable Macros to View BoQ information |
| 19 | Collecting the scattered debries using tipper machinery from work spot and loading into the tipper lorry and conveying away the same to outside by lorry to a lead of 3km entirely with in city limit including loading and unloading charges and dumping in low places and levelling neatly etc., complete complying with standard specification and as directed by the departmental officers. (200 cft volume capacity) Please Enable Macros to View BoQ information |
