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| 1 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan),includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 2 | Supplying and filling in plinth with River sand under floors,including watering, ramming, consolidating and dressing complete. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 4 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost ofnosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 5 | Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 8 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointedwith neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Dark shade pigment using ordinary cement |
| 9 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying priming coat ofapproved steel primer.M.S. tube |
| 10 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 11 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank, ISI : 12701 marked, withcover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank. |
| 12 | Providing and fixing PTMT bib cock of approved quality and colour.15mm nominal bore, 86 mm long, weighing not less than 88 gms |
| 13 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refillingetc. External work 20 mm dia nominal bore |
| 14 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 25mm dia nominal bore |
| 15 | Making connection of G.I. distribution branch with G.I. main of following sizes by providingand fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore |
| 16 | Finishing walls with Premium Acrylic Smooth exterior paint withSilicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm overand including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 18 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder |
| 19 | Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 20 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 21 | Supplying and stacking good quality morrum at work site with all lead and royalty.All complete. |
| 22 | Spreading of morrum /sand /stone dust etc. in layers not exceeding 150mm in thickness levelling to required gradient and camber,watering and consolidation of each layer with power roller 80/100 KN capacity(Payment to be made for compacted volume of the morrum/sand. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc |
| 25 | CARRIAGE OF MATERIALS INCLUDING CP & OH By Mechanical Transport including loading, unloading and stacking Earth Lead:01 km |
| 26 | Total impact of GST for the purpose of CTC |
