ARNIAWALI APPROACH ROAD ROAD ID 5871 IN KM .0.50 TO 0.670 AS PER ORDERS IN COURT CASE HANS RAJ Versus STATE OF HARYANA IN SIRSA DISTT.

Amount

Civil work

Earth Work in embankment and sub grade in raising and reconstruction portion with soil of minimum CBR (4 days soaked) of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section. At no place top of sub grade of raised road will be less than 1.1 m above adjoining NSL. NSL for a block of 100m will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work

Dismantling of road including soling and wearing coat, screening and stacking of old serviceable material, complete in all respect ( HSR 24.37)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing Dry brick work [HSR 8.5 (i)]

Laying brick on end edging lengthwise 22.86cm deep & 6.83cm wide including excavation of earth & refilling the excavated soil & compacting along brick edging complete in all respect with other than a brick soling [HSR 24.6 (b)]

Supply collection and carriage if First class brick 22.86cm x11.11cmx6.86cm 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 bricks width and 10 bricks height parallel to the center line of the road Bricks shall be free from saline deposits and shall be sand moulded. They shall be thoroughly brunt without vitrified and shall have uniform deep red, cherry or copper colour. They shall be regular and uniform in shape and size with sharp and squares aries and parallel faces. They must be homogeneous in texture and emit a clear ringing sound on being struck. They shall be free flaws, cracks , chops, stones, nodules or lime or kankar and other blemishes complete as per Haryana PWD specification No. 3.5.1990 First Edition.(NS)

Providing & laying 75mm thick (Compacted) stone metal (G-I) 63mm to 45mm 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).Note:- Note:-only curst material should be used no local earth/sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).

Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in two 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).Note:- Note:-only curst material should be used no local earth/sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).

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 MT per hundred square meter. Clause 509 of MORT&H specification(5th Revision) 2013.(NS)

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 (NS)

Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. I /c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS).

Providing & laying “B” Type seal coat with VG-10 grade bitumen including supply of fine aggregate mixed and heated with mechanical mixer including rolling with road roller etc. complete as per MoRT&H specification (5th edition) 2013 clause 511 including the cost of bitumen VG-10 grade.

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm. layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres(HSR 6.6).

Cement concrete 1”4:8 with brick ballast 40 mm nominal size in foundation and plinth (HSR 10.36)

First class brick work laid in cement sand mortar 1:5 in foundation and plinth (HSR 11.3)

First class brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. (HSR11.8)

Brick-on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top ( HSR 14.23)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects. ( HSR 10.82+1095(a)

Cement concrete 1:1½: 3 with stone aggregate 20 mm nominal size in foundation and plinth ( HSR 10.41+10.95(a)

Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)

Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestos 5 percent and sand 55 percent), 12 mm wide (HSR 24.34)

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/brick soiling 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 :-i) Stone metal @ 944.12/-Per Cum

Good Bricks @ 4.25/Nos.

Brick bats @ 450/-Cum Note: All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.