|
| 1 | Cleaning,cutting thorny shrubs,bushes,grass as directed with a lead of 15m and lift 1.50 m |
| 2 | Excavation in all kinds of soft soil including boulders upto 0.60 m diameter &0.113 cum ) for canal seating of embankment filter drains/catch water drains etc and placing excavatedstuff neatly in dump area or for formation of service road/embakement as directed bed and sides to required level and profile etc with 1 km lead and 6 M.lift |
| 3 | Excavation in hard murum including boulders upto 0.60m diameter (0.113 cum ) for canal secting of embankment filter drains/catch water drains etc and placking theexcavated stuff neatly in dump area or for formation of service road embankment as directedincluding cost of all materials machinery labour dressisng bed and sides to reqwuired level and profile etc comp. withl lead upto 15m and 6m lift. |
| 4 | Excavation in soft rock without blasting including boulders upto 0.60m diameter (0.113 cum ) for canal seating of embankment filter drains/catch water drains etc and placing theexcavated stuff neatly in dump area or for formation of service road embankment as directedincluding cost of all materials machinery labour dressisng bed and sides to reqwuired level and profile etc comp. withl lead upto 15m and 6m lift. |
| 5 | Excavation in hard rock all toughness by blasting including boulders upto 0.60m diameter (0.113 cum ) minimising the damage to side slopes of excavation and placing the excavated rock neatly in dump area as directed including cost of all materials machinery labour,levellingbedetc comp. with lead upto 15m and 6m lift. |
| 6 | providing and laying situ cement concrete grade M-15 (40 MSA)of trap,granite,quartzite,gneiss graded metal for PCC wirh or without reinforcement /RCC concreting required heavy or special type of shuttering for works of gallery,sluice,spilway |
| 7 | Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps inclulding cost of all materials, machinery,labour providing sump and all other ancillary operations whenever necessary etc. comlete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc comlete. |
| 8 | Providing and fixing steel gates for opening of size 2.12 m x 0.50 m with necessary steregthening with lead and lift etc comp. |
| 9 | providing and fixing side channels 150 x 100 mm with all lead & lift etc comp. as directed |
| 10 | providing and fixing sill beam ISWB 150 x 100 mm with all lead & lift etc comp. as directed |
| 11 | providing and fixing imformation board of 1.20 x 0.75 m prepared on 16 gauge M.S.sheet angle iron frame of size 35 x 35 x 3 mm with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc chromate storing primer and two coats of back ground and back side gray store enameled bonded with red retro reflective sheet Engineering grade,border/letters/numeral /arrows coated with non peal crystal clear protective transparent coat retaining 100 % reflection including two angle iron post of size 50 x 50 x 5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bpnds of 30 cm with four numbers heigh strength of G.I bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes conveying,fixing in ground with cement concrete in m-15 block on size 60 x 60 x 75 cm as directed by Engineer incharge. |
| 12 | excavation in soft soil strata for all component of weir and its appiurtenent works to the required slopes and depositing of the excavated material on nala banks with all leads and lifts etc complete For Nala deeping |
| 13 | providing casing embankment using selected material available directly form excavation in layers including cost of materials machinery labour all other operations such as collection of materials spreading soil in layers of specified thickness sorting out breacking clods levelling sectioning edges/ sides watering compacting each layer to density control of not less then 95 percent or as stipulated using vibratory comactor etc completed with lead upto 1 Km for watering and 6m lift. |
| 14 | providng and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved sources including cost of all materials labour hand packing/wedging stone chips finishing etc complete lead upto 50m and all llifts excluding royalty of materials |
| 15 | Insurence for reference |
| 16 | Royalty for reference |
| 17 | GST for reference |
| 18 | Total tender amount may be RS.2458547/- |
