Balance length due to court case by Pdg. 80mm thick interlocking paver block on Basodi to Baroli road from km 0.00 to 0.235 (Road ID 9820) in Sonipat Distt. CM Announcement code 17529 dated 13.11.2016

Amount

Milling of distress bituminous layer upto 20mm depth in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) including picking up milled material and stacking old useful material in PWD Store /Site as per direction of Engineer and milled material will be handed over to the department after proper stacking as per direction of Engineer.

Earth work excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving an average horizontal throw upto 2 mtr, and an average vertical lift upto 0.5 Mtr. including breaking of clods. Excavated earth may be reused on berms and deposed off surplus earth will all lead and lift including dressing complete in terriorial as per direction of Engineer-in-charge will be incidental to work and nothing will be paid. (HSR 6.2)

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) Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.

Providing & laying 75 mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam 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 75/225 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm 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 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: - No local earth /natural occurring sand shall be allowed to be used as binding/ screening.

Providing and alying 80mm thick ISI Marked interlocking paver blocks conforming to IS 15268,2006/ IRC : S P 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect.. (HSR 10.159)

Manufacturing, supplying and laying of precast cement concrete rectangular block ( 0.45 M x 0.30 M x 0.15 M ) M-30 grade using minimum cement concrete 400 Kg/ per cum with digital batching plant duly compacted with hydraulic machine including setting in position over bed with prepared and filling up the joints with tibba sand with digital batching plant (N.S.)

Earth work on berms including excavation of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 Mtr.s 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 Mtr.s. (HSR 6.6)

Cement concrete 1; 4 ; 8 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.39)

Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41)

Cement concrete 1:11/2:3 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 centering and shuttering laid in position complete in all respects. (HSR 10.82 + 10.95 (a)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth.(HSR 11.4)

12 mm thick cement plaster 1:4 (HSR 15.5)

Fe-500 EQR TMT steel bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete. Tata, Tiscon will be preferred. In case of non viability RINL, SAIL will be preferred (HSR 18.22)

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 bricks work and bituminous layer 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. However the reserve price is as under :- i)Bituminous mix material @ 1250/ p. 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 scarifying and if material after scarifying 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.

THE NEW JYOTI COOPERATIVE LABOUR CONSTRUCTION SOCIETY LIMITED BASOUDI

The Dhankar Coop L and C Society Ltd

THE SUBH LAKSHMI CO L AND C SOCIETY LTD