Public Works Department Tender

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORT&H Clause 408.

Reinforced cement concrete (M-15) including centering shutring but excluding steel reinforcment complete as per Technical Specifications as per MORT&H clause 1500,1700 & 2100

Reinforced cement concrete (M-20) in Flooring including centering shutring but excluding steel reinforcment complete as per Technical Specifications as per MORT&H clause 1500,1700 & 2100

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and as per MORT&H Clause 1300 & 2200.

Reinforced cement concrete (M-30) in Sub-Structures including centering shutring but excluding steel reinforcment complete as per Technical Specifications as per MORT&H clause 1500,1700 & 2100 upto 5 Mtr. Hight.

Reinforced Cement Concrete M-30 in Sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification

Providing & laying filter media with granular mateials/ stone crushed aggregates satisfying the requirements laid down in Clause 2404.2.2 of MORT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications

Providing Weep Holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce. Complete as per drawing and technical specifications.

Rubbing smooth top of Abutment/Pier cap with carborandam stone

Furnishing and Placing Reinforced/Prestressed cement concrete in M-30 in Deck Slab including centering shutering but excluding steel reinforcement as per drawing and Technical Specification

Drainage spouts Complete as per drawing and technical specifications.

Providing and filling joint sealing cpmpound as per deawings and technical spercifications with course sand and 6 per cent bituman by weight 10 mm depth. Complete in all respect

Providing and Laying 56 mm thick. Wearing coat consisting of 50 mm th. Bituminous concrete in 2 layer 25mm th. Each over 6 mm thick Mastic asphaltic with tack coat as per MORT&H specifications

Construction of R.C.C M-40 Anti-Crash ralling including centering shuttering but excluding steel reinforcement complete as per Drawing and technical specifications Clauses 800 and 1211

Reinforced Cement Concrete M-30 grade approach slab including reinforcement and for work complete as per drawing and technical specifications clauses 800 and 1211

Supplying, Fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification of MORT&H

Supplying , Fitting and Placing HYSD bar Rainforcement in Sub-structure complete as per drawing and technical Specification of MORT&H

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications of MORT&H

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per MORT&H Specification.

Providing and laying boulders apron laid in wire crates on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specifications of MORT&H

Providing and marking edge, Center line & Zwbra X-ing with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads on bituminous surface @ 250gms. Per Sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35 the finished surface to be level uniform and free from streaks and holes complete in all respect such as furnishing all labour, material tools, equipment, including all labour, material tools, equipment, including all incidental coats necessary for carrying out the work at site conforming to the technical specifications Clsuse No.803 of Ministry of road transport and highways specifications for road & bridge (5th revision2013) complete in all respect.

Informatory sign board 900x600mm rectangular as per IRC 67-2012 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size .45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications (5th revision 2013)

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 complete in all respect as per MORT&H Spec. (5th revision 2013)

Supply & Instalation of delinetors (road way indicators, hazard markets, object markets), 80-100 cm high above ground level, painted black and whight in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming it IRC-79 and the drawings.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORT&H clause 202 complete in all respect (5th Revision 2013)

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, sperading, grading to required slope and compecting to meet requirement of table 300-2 Clause 305 of MORT&H sepcification

Providing and laying brick on end edging in full brick width and half brick deep including excavation, refilling and disposal of aurplus earth, complete in all respectes as per PWD Specifications.

Providing laying spreading and compacting Granular Sub Base 100 mm thick in single layers of natural sand, crushed gravel, crushed stone, Crushed slag or combination there of depending upon the grading required. Use of Material like brick metal, Kankar & crushed concrete shall be permitted in the lower sub base. The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base. Grading V & VI shall be used as a sub base-cum- drainages layer. Where the sub base is laid in two layers as upper sub base & lower sub base, the thickness of each layer shall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night, maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications- 5th Revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision 2013)

Providing, laying spreading and compactio stone aggregates of specific sizes to water bound macadam Grade-I specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and comber, applying and brooming requisite type of screening/bining materials to fill up pto the interstices of coarse aggregate, watering and compacting to the required denisty. complete as per clause 404.

Providing, laying spreading and compactio stone aggregates of specific sizes to water bound macadam Grade-II specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and comber, applying and brooming requisite type of screening/bining materials to fill up pto the interstices of coarse aggregate, watering and compacting to the required denisty. complete as per clause 404.

Providing and applying tack coat with Bitumen VG-10 before laying PC as per I:S 8887 with approval of Engineer @ 0.40 Kg. Per Sqm. area over prepared bituminous /granular surface with pneumatic tyred self propelled pressure sprayer equipped arrangement, suitable pump, adequate capacity compressor and spraying bar with nozzles for spraying material uniformly at specified rate including all kind of material and labour inclusive of cleaning of surface free from dust, dirt and any extraneous materials including curing as per requirements including cost of barriers, lighting arrangements at night, maintenance of diversion, and regulation of traffic etc. complete in all respects as per Ministry of Road Transport & Highways specifications Clause No. 503 (5th revision2013) for Open graded PC.

Providing laying and rolling of open-graded premix surfaceing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration graded bituman VG-30 to required line, grade and level to serve as waring course on a previously preparerd base, including mixing in a sutabe plant laying and rolling with a smouth wheeled roller 8-10 toone capacity, finished to required level and graded as per Ministry of Road Transport & Highways specifications Clause No. 511 (5th revision2013)

Provoding and laying seal coat sealing the voids in a bituminous VG-10 surface laid to the specified levels, grade and crosse fall using Type B seal coats. as per Ministry of Road Transport & Highways specifications Clause No. 513 (5th revision2013)

Dismanting of existing structure like culverts, bridges, retaining walls and other structure compressing of brick masonry, including disposal of unserviceable material and stackng the serviceable material with all lift and lead of 1000m as per technical specification clause 202. (RCC Work)

Dismanting of existing structure like culverts, bridges, retaining walls and other structure compressing of brick masonry, including disposal of unserviceable material and stackng the serviceable material with all lift and lead of 1000m as per technical specification clause 202. (Brick/TIle Work)

Construction of embankment with good quality earth on berms bits including compaction of earth, loading, unloading carriage to site of required slope and compacting to meet requirement to table 300-2 as per technical clause 305 of MORT&H sepecification

Laying First Class Dry brick on edge flooring or paying in ordinary bonded courses or in herring bond or other special courses/bond along with prepration of Sub grade with rough dressing of soil, final dressing of earth to give leve; surface and comber including watering, rolling with road roller. All joints shall be thoroughly filled/grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects.

Dismentling of brick work /tile masonary or tile lining (i) Dismantaling of dry brick work. Complete in all respect as per PWD Specifications.

Replacement of 3.00 mtr. Span slab type culvert complete in all respect as per MORT&H specification.

(-) D/d credit of old useful serviceable materials like Brick bats & Bricks which obtained from Dismantling of exsiting brick edging:-

(i) Brick Bat

Old Steel

Add extra cost of Cultural Cess