Construction of service road on the crest of Punasi dam, const. of parapet wall with lamp post and lighting arrangement on the crest of Punasi dam and const. of slope drain and berm drain in down stream of dam from chain 0.00 to 70.00

Amount

E/W in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from toe of dam in the country side) within inital lead of 150 M and initial lift of 1.5M. All lifts as per specification and direction of E/I.(5.1.8)

Jungle clearance in borrow area, building premises, flanks and slopes on the roads , canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc . complete as per direction of E/I (specification revised in the metting of regional Co-ordinators held on 11.01.84 in the office of T.E.C) (5.1.3.1)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement compacted volume). (5.1.10 - BCD)

Plain or Reinforced cement concrete in open foundation In complete as per drawing and technical specification. 12.8A (R.C.D.)(A) P.C.C. Grade M -15

Plain or Reinforced cement concrete in open foundation In complete as per drawing and tech -nical specification. 12.8B (R.C.D.)(B) P.C.C. Grade M -20

providing rough dressed random rubble stone masonary in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints , curing , scaffolding and its removal wherever required including royalty etc. complete job as per specification and direction of E/I (5.4.8)

Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. lead and disposal of unserviceable materials with all leads all complete as per direction of E/l. (5.10.1 - BCD)

Providing 25mm thick cement plaster (1:4)with approved quality of sand of requisite F.M.(2.5 to 3.0) washed and screened including curing, scaffolding, wherecer required and its removal royalty etc. complete job as per specification and direction of E/I. (5.5.5)

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l. (5.8.24 - BCD)

Providing 1.5mm thick cement punning including curing, etc. complete job as per specification and direction of E/I. (5.5.10)

U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110mm dia (7189 - DSR)

FOR COVERING REST PORTION OF COLUMN (PAGE - 22 SL. NO. - 3(iv) BCD ) 12 MM THICK PLATE

Mild steel copper oxidized tower bolt as per clause 5.6.6 of building specification of B.C.D 10 mm dia. Complete set (PAGE - 30 SL. NO. - 38 (ii) BCD) 150 MM LONG

Granular sub-base with coarse graded material (table 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grading- I Material (4.2 (i)-RCD)

Dry lean cement concrete sub-base (Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregates not exceeding 25 mm aggregate cement ratio not to exceed 15.1, aggregate gradation after blending to be as per table 600-1, cement content not to be less then 150 kg /cum, optimum moisture content to be determined during trial lenth construction, concrete strenth not to be less then 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compecting with 8-10 tonnes vibratory roller, finishing and curing) (6.1 - RCD)

Cement concrete pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compected and finished in a cuntinuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing) (6.2- RCD)

Kilo meter stone (RCC M15 grade kilometer stone of standard design as per IRC : 8-1980 , fixing in position including painting and printing etc ) (8.14 - RCD) 5th kilometer stone (precast)

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom) (5.2-RCD)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) (5.8 - RCD) for Grading-II(10 mm nominal size)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) (8.11 - RCD) Up to 10 cm in width

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) (8.35 - RCD)

swaged steel tubular pole (410SP-11)of height 8 mtr confirming to IS:2713 (part ll) in three section with steel base size ,bottom of the pole made of 50 mm dia MS clamp pipe welded to 300 mm long MS canopy of suitable dia at an angle of 102.5 suitable size of nuts and bolts including rating of one coat steel primer and two coat of Red-oxide all complete as reqd.(without arm ) (2031 - ENERGY) M767

Double arm ( 1 x 2 ) meter long (2035 - ENERGY) M771

Erection of steel tubular pole of length exceeding 8 mtr but not exceeding 10 meters in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required (8.5 - ENERGY)

PVC/ XLPE insulated PVC sheathed heavy duty , armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts. (conforms to IS : 1554,part-1) a) 4 core 10 sq mm (For security light ) (1904 - ENERGY)

b) 3.5 core 25 sq mm (For service approx) (1906- ENERGY)

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq. mm direct in ground including excavation and refilling the trench etc. as required but excluding.sand cushioning and protective covering (5.11 - ENERGY)

25 mm dia ISI marked , PVC conduit (1225 - ENERGY)

LED STREET Light (120W) (2219 - ENERGY)

Supplying and drawing 5 x 1.5 sq. mm sizes of FR PVC insulated copper conductor single core cable in the existing surface recessed steel /PVC conduit as required.(1.15.5 - ENERGY)

Providing and fixing 63 amp TP&N capacity double pole/ TP&N sheet metal switch disconnector fuse unit in existing metal board with rewireable type fuses, including drilling holes in metal board, making connections, etc as required.(2.1.5 - ENERGY)

Providing and fixing 100 amps capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections, earthing the body, etc as required.(2.5.1 - ENERGY)

Earthing with copper earth plate600 mm x 600 mm x 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. as required. (But without charcoal or coke and salt).(3.6 - ENERGY)

Extra for using salt and charcoal for G.I or copper plate earth electrode as required. (3.7 - ENERGY)

Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required.(3.9 -ENERGY)

50 mm dia medium class G.I pipe (1344 - ENERGY)

50 mm dia ISI marked, PVC conduit (1228 - ENERGY)

Carriage of material by mechanical transport including loading , unloading & stacking at site as per direction of E/I CEMENT : 24 KM (P) + 2KM (K)

SAND : 2 KM (K)

STONE CHIPS : 1 KM (K) 32 KM (P) +2 KM (K)

STONE METAL : 1 KM (K) 32 KM (P) +2 KM (K)

BOULDER : 1 KM (K) 32 KM (P) +2 KM (K)

STEEL : 24KM (P) + 2 KM (K)

BITUMINOUS : 24KM (P) + 2 KM (K)

GST @ 12% (system generated, hence no separate rate is to be quoted for this item)

Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)

M/s Hardev Construction Pvt. Ltd.