Rehabilitation of Ajitpura Minor of Sidhmukh Nohar System District Hanumangarh

Amount

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRTH Specification Clause 801 English and Roman

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast)

Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807

Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-to- centre complete as per approved drawings and MoRTH Specification Clause 809.

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 600 mm x 600 mm square

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200

Brick masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300

Bricks/ Tile bats of clinkers at site (350 nos. brick bats @ Rs 1500 per 1000 nos.)

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Reinforced Cement Concrete

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Cement mortar

Brick masonry work with first class bricks (Minimum 10.5MPa) in cement mortar 1:3 with mechnical mixer for foundation complete including all scaffolding etc. excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 Upto 5 metre height

Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing and fixing 20mm thick compressible fibre board in expansion joint complete.

Providing and laying Expansion Joint complete as per drawing and technical specification With corrugated copper plate, compressible fibre board, pre-moulded joint filter and joint sealing compound as per MoRTH Specfication section 2600 Providing & Fixing in position 20mm thick pre-moulded joint filler in expansion joint complete.

Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork P.C.C. grade M15 upto 5 metre height

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700. M 25 grade solid slab superstructure

Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement

Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth. 1 KM Katcha

Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 30 Cm. to below 60 Cm. Girth

Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 60 Cm. to below 120 Cm. Girth

Uprooting Juli Flora /sarkanda Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.

Bush or jungle clearance from side slopes of lined channels with Khurpa.

Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density.

Dressing of earthwork.

Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) In ordinary soil like sandy loam, soft clay etc.

Silt Clearance/ Removal of blown sand/ Berm Unloading undressed with combined lead upto 50 m. for lined canal section. For FSD upto 1 m.

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Kassi work undressed.

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.

Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site).

Providing & Laying Cement pointing (flush or ruled) for Canal Dowel in cement mortar 1:3 on new brick work with Bikaner bajri complete in all respect.

Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Dismantling of lining & disposing of the material with in 1/2 km lead7.26.1 single tile lining

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications.In Bed including dressing of bed, Pummping charges of water to lining heading from source and curing upto 28 days.

Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days.

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Rubbing and clearing the surface of existing brick/ tile lining to be used as subgrade both in bed and side slopes by means of wire brushes water/ air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.

Providing & Laying in position cement concrete for Canal Dowel foundation, including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.

Providing & Laying in position cement concrete for Canal Dowel, including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.

"37mm thick shotcrete by wet mix process,applied with compressed air gun after chipping of defective concrete /masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50mmx50mm in TWO layers with anchors / clamps.After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15mm cement concrete(1:2:1) by pressure gun and after hardening of first layer,anchor second layer of welded wire mesh,apply 22mm thick cement concrete complete in all respect.Cement concrete comprising of cement, sand, coarse aggregate,water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS:9012 respectively.

M/S Goyal Construction Company (BID ID -3333432)