Special repair for Mehwakheri Road to Paplotha (Road ID 7785) in Ambala District.

Amount

Milling 20mm thick PC by appropriate machine / roller including picking up scarified material and striking old useful material. (N.S)

Earth Work excavation in ordinary soil exclusive of compensation of earth - (a) Kassi work underessed involving an average horizontal throw upto 2 Mtrs., & an average vertical lift upto 0.5 mtr. including breaking of clods. (HSR 6.2(a))

Dismantling Brick work, tile Masonary or tile linning. (HSR 8.5(i))

Preparation of sub grade, including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering rolling with road roller, and compacting the bed. (HSR 24.1)

Supply, Collection of Carriage of first class bricks 22.86 cm x 11.11 cm. x 6.83 cm. from approved kiln to site of work shall be made from good brick earth conforming to 3.5 of Haryana PWD specification 1990 edition in stacks of 50 bricks length, 2 brick.

Laying bricks-on-end-ending length wise 22.86cm deep & 6.83cm wide i/c excavation of earth & refilling the excavation soil & compacting along brick edging complete in all respect etc. with other than brick soiling. (HSR 24.6(b))

Providing & laying (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam in layer of 75mm each using screening type 'B' compacting with 3 wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) Note :- No local earth / natural occurring sand shall be allowed to be used as binding / screening.

Providing & laying 150mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75 mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects. (N.S.)

Providing and laying First Coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 Cum and bitumen VG-10, 0.10 M.T. per hundard square metre Clause No. 509 of MoRT&H specification (5th Edition) 2013.

Providing and laying Tack Coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification. (N.S.)

Providing and laying 30mm thick compacted thickness of Bituminous Concrete (BC) in one layer by hot mix plant with bituminous binder VG-30 grade @ 5.4% by weight of total mix and filler, transporting the hot mix to work site, lying 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 clause No. 507 of MORT&H Specification (Vth revision) – 2013 complete in all respect. If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.

Earth work on berms in all kind of soil for berms with all lead and lift as per PWD specification.

Providing and Marking Centre Line / Side Line with hot applied thermoplastic road marking paint 10cms wide /15cm wide complete in all respects such as furnishing all labour, materials, tools, equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803.4 of MORT&H specification for road & bridge works (5th revision) of 2013/latest edition.

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Bituminious Material @ 1293.00/- Per Cum

Good Bricks @ 4.00 Each

Bricks Bats @ 400/-Per Cum

Note :- In case of any difference in the unit & nomenclature of any of the HSR items of Civil items depicted in the DNIT and that given in HSR the unit and nomenclature given in HSR shall be applicable.

M/s Competent Construction