Construction of 2 No. 10 Ft. span slab type culvert at RD 0.30 AND 0.40 on link road to Sihali road in Kaithal Distt. (ID 7068)

Amount

Dismentalling Brick work, tile Masonary or tile linning (HSR 8.5(I)

Supply collection and carriage of First class brick 22.86cm x11.43cmx6.86cm 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 10bricks 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 1990 First Edition.

Laying brick on end edging length-wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soiling (HSR 24.6(b)).

Providing and laying 75mm 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 baricading 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 occuring sand shall be allowed to be used as binding / screening material.

Providing and laying first coat surface dressing, including rolling with road roller etc. completed including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundre square metre. Clause 509 of MoRT&H specification. (5th eidition) 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 and laying ‘B’ type seal coat with VG-10 grade bitumen 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/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (NS).

E/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.

Providing and fixing public information board consisting 75mm GI pipe of size 2.45 m x 1.15m with 900mm x 900mm GI Sheet 16 gauge connected/ welded with 5mm thick steel plate of 50mm dully painted as per column mentioned in the drawing and fixing at site in 60x60x75 cm cement conrete 1:2:4 block complete in all respect.

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 1:8:16 with brick ballast 40 mm nominal size in foundation & plinth.(HSR 10.26)

Cement concrete 1:1½:3 with stone agg. 20 mm nominal size in foundation & Plinth (HSR 10.41+10.95(a))

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+10.95a)

First class brick work laid in cement sand mortar 1 : 3 in foundation and plinth (HSR 11.5)

First Class brick work laid in Cement sand Mortar 1 : 3(one is to three) in first storey upto 4 metre above plinth level (HSR 11.10)

Extra for making tapered surface of brick masonry (HSR 11.99)

Striking Joints in lime or Cement on Brick on tile wall (HSR 15.69 (a))

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement).(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 existing dismantlled material 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). Good bricks @ Rs.4.50/- P.Cum

ii). Brick bats @ Rs.400/- 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 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 purpose in case the agency quotes lesser than reserve price.

The Bhawani Co-Op L and C Society

The Hardeep Kaushik Co Op L and C Society Ltd Balbera