Construction of road from Lokhli PHE Tubewell via Prillaian-De-Maina to Jardian- De- Talaian (Barkarwal Basti) by way of earthwork in cutting/filling, constt. of RCC Culverts, Flush causeway, Retaining Wall, Breast Wall, crated wall, P/L 15 cm ..etc

Amount

Earthwork in excavation in all kinds of soil by mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan) the earth obtained from cutting shall be used for filling purposes wherever required on road surface including watering , rolling with power road roller of minimum 8 tonne for banking excavated earth in layers not exceeding 20 cm in depth. including disposal, all leads & lifts (complete job).

Earth work excavation in all kinds of soil by mechanical means (Hydraulic excavator) /manual means in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5 m in width or 10sqm on plan) incl. dressing of sides and ramming of bottoms, incl. disposal or filling of excavated earth wherever required as per the directions of Engineer-in-charge .

Supplying and laying including digging, carrying by lorry, filling RBM including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material and labour incl. all leads and lifts, carriage of material by M.T/HL.

Providing & laying in position cement concrete 1:5:10 (cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) of specified grade excluding the cost of centring & shuttering incl. all leads, lifts & carriage of material by MT/ H.L.- All work upto plinth level.

Providing and laying in position cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size) of specified grade excluding the cost of centring and shuttering- All work upto plinth level. including all leads, lifts and carriage of material by MT / H.L

Providing & laying in position Plum concrete work of 1 : 3 : 6 mix (1 cement : 3 coarse sand : 6 graded crushed stone aggregate of 20 mm nominal size ) using plum @ 30% of gross volumes upto plinth level. The Plums used of size over 160 mm split nallah stone or quary stone , excluding the cost of centring and shuttering but including the cost of boulders , all leads, lifts and carriage of material by MT / H.L.

Providing and laying cement concrete 1: 3: 6 (1 cement : 3 coarse sand :6 graded Crushed stone aggregate 20 mm nominal size) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, butteresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks,plain window sills, fillets etc.upto floor V- level, excluding the cost of centering, shuttering and finishing, including all leads, lifts and carriage of material by M.T./HL.

Providing and laying plum concrete 1: 3: 6 (1 cement : 3 coarse sand :6 graded Crushed stone aggregate 20mm nominal size) in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,butteresses,string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor V-level, using plum @ 30% of gross volumes. The Plums used of size over 160 mm split nallah stone or quary stone , excluding the cost of centring and shuttering but including the cost of boulders , all leads, lifts and carriage of material by MT / H.L .

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work upto plinth level. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20 mm nominal size) including all leads, lifts and carriage of material by MT / H.L.

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete Thermo Mechanically Treated bars incl. all leads, lifts & carriage of material by M.T. / H.L.

Centring and shuttering including strutting propping etc and removal of form work

Foundations, footings, bases of columns etc. for mass concrete.

Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies & access platform.

Edges of slabs and breaks in floors & walls above 20 cms wide.

Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20 mm nominal size) including all leads, lifts and carriage of material by MT / H.L.

Hand packing stones in wire crates including the cost of stones and wire crates, all leads, lifts and carriage of material by MT / H.L.

Dumping of stones including cost of stones in horizontal or slopes level incl. all leads, lifts & carriage of material by MT / H.L.

Providing and Laying of hume pipes in proper gradient/position at site including fitting of collars & filling with mortar etc complete.

0.60 m dia. hume pipes

0.90 m dia. hume pipes

P/L PVC Pipe of 100 mm dia for weep holes.

Providing , laying, watering and compacting (with 80-100 KN Roller) WATER BOUND MACADAM Grade-II, with broken nallah stone aggregate of 63 mm to 45 mm size, screenings of 13.2 mm size and binding material as stone dust to specified lines, grades and cross sections density, finished work to be measured including all leads, lifts and carriage of material by M.T./ H.L. (conforming to clause 404 of MORT&H specifications).

Providing , laying, spreading and compacting graded stone aggregate Wet Mix Macadam specifications incl. premixing the material with water at OMC in Mechanical Mix plant, carriage of mixed material by Tipper to site, laying in uniform layers with paver in sub base / base on well prepared surfaces & compacting with vibrator roller to achieve the desired density, finished work to be measured incl. all leads, lifts and carriage of material by M.T/ H.L. (conforming to clause 406 of MORT & H specifications).

Providing and laying of 25 mm thick Semi Dense Bituminous concrete using 2.25 cum and 1.12 cum of stone chipping of 13.2mm size & 11.2 mm size respectively for 100 sqm, 52 kg & 56 kg of hot bitumen grade 80/100 per cum of stone chippings of 13.2 mm and 11.2mm size respectively compacted with road roller of 6 to 9 tonne capacity incl.preparation of road surface as per specification and then laying of a tack coat with hot straight run bitumen @ 0.75Kg /Sqm on WBM surface & 0.50 Kg per Sqm on existing BT surface incl. transporting mixed material and laying to the required level and grade & finally the surface finished with a seal coat of premixed fine agg. using bitumen @ 128Kg /cum of the fine agg. & 0.60 cum of fine agg. per 100 sqm of road surface incl. rolling , finishing & carriage, scarifying and cleaning complete job (conforming to clause 511 & 513 of MORT & H specifications) incl. cost of bitumen.

M/S HARI SHAM GOVT CONTRACTOR

PEER BABA ASSOCIATES

JASVIR SINGH

RANJIT SINGH

PAWAN KUMAR

kamlahotmixplant

Davinder Singh

Akshay Jamwal Govt Contractor

Lakshendra Singh

Devinder Singh Sambyal

SUNIL KUMAR

M/S Narsehain Engg and Builders Pvt