Rehabilitation of LNP Disty. and its system of Gang Canal System under RWSLIP

Amount

A LNP Disty Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lift complete(WR North BSR-2013,Ch-7,Item 18).

Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.(WR North BSR-2013,Chapter-5a,Item 5 b)

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs;Earthwork undressed with combined lead upto 50m.(WR North BSR-2013,Ch-6,item 3b)

Dressing of Earthwork(WR North BSR-2013,Ch-6,item 14)

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

Add extra for earth taken from private and. land to be arranged by the contractor through private negotiations. Item applicable' on certification by Ex. En. that no earth is available within canal boundary. For Command Area.

Carriage of Good Earth From a lead of 1 Km katchha.

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).(WR North BSR-2013,Ch-6,Item 9).

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

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork. (WR North BSR-2013,Ch-6,Item 25a).

Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.(WR North BSR-2013,Ch-7,item 2)

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.(WR North BSR-2013,Ch-7,item 3)

Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.(WR North BSR-2013,Ch-7,item 19)

M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50 mm thick block 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.In Bed including extra for pumping & Curing complete (WR North BSR-2013,Ch-7,Item addenda+5+6).

M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50mm thick blockk 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.on side slopes including extra for scaffolding, pumping & Curing complete (WR North BSR-2013,Ch-7,Item addenda+4+5+6).

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(WR North BSR-2013,Ch-6,item 21a)

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size (WR North BSR-2013,Ch-7,Item 7).

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 (WR North BSR-2013,Ch-7,Item 7).

Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre.(WR North BSR-2013,Ch-6,item 18)

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.In Cement mortar.(PWD BSR-2013,Ch-14,Item 14.7.3)

S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) 5th km stone(PWD Road BSR-2016,Ch-R-8,item 1.1)

Recovery of Old Bricks/Tile Bats

Neolewala Minor Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embed ded including cost of material, curing, transportation and fixing at site with all leads & lift complete(WR North BSR-2013,Ch-7,Item 18).

Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.(WR North BSR-2013,Chapter-5a,Item 5 b)

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs;Earthwork undressed with combined lead upto 50m.(WR North BSR-2013,Ch-6,item 3b)

Dressing of Earthwork(WR North BSR-2013,Ch-6,item 14)

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

Add extra for earth taken from private and. land to be arranged by the contractor through private negotiations. Item applicable' on certification by Ex. En. that no earth is available within canal boundary. For Command Area.

Carriage of Good Earth From a lead of 1 Km katchha.

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).(WR North BSR-2013,Ch-6,Item 9).

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

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork. (WR North BSR-2013,Ch-6,Item 25a).

Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.(WR North BSR-2013,Ch-7,item 2)

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.(WR North BSR-2013,Ch-7,item 3)

Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.(WR North BSR-2013,Ch-7,item 19)

M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50 mm thick block 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.In Bed including extra for pumping & Curing complete (WR North BSR-2013,Ch-7,Item addenda+5+6).

M15 Grade Single P.C.C Block(30x15x5 cm) Lining consisting of ; (i) 12mm cement plaster in cement mortar 1:6 on sub-grade. (ii) 16mm sandwich plaster in cement mortar 1:3 over the plaster at item (i) above. (iii) 50mm thick blockk 30x15x5 cms laid in 1:3 cement mortar with 6mm thick layer of mortar over sandwich plaster.on side slopes including extra for scaffolding, pumping & Curing complete (WR North BSR-2013,Ch-7,Item addenda+4+5+6).

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(WR North BSR-2013,Ch-6,item 21a)

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size (WR North BSR-2013,Ch-7,Item 7).

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 (WR North BSR-2013,Ch-7,Item 7).

Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 metre.(WR North BSR-2013,Ch-6,item 18)

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.In Cement mortar.(PWD BSR-2013,Ch-14,Item 14.7.3)

S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) 5th km stone(PWD Road BSR-2016,Ch-R-8,item 1.1)

Recovery of Old Bricks/Tile Bats

B Foot Bridge Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm 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 above 3 metre (As per PWD Road BSR 2016, Chapter B-1, Item 1.1.1)

Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15(As per PWD Road BSR 2016, Chapter B-2, Item 3.1)

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at 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(As per PWD Road BSR 2016, Chapter B-2, Item 1)

Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600:TMT Steel reinforcement(As per PWD Road BSR 2016, Chapter B-2, Item 8.3)

Structural Cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. as per drawing and technical specification as per MoRTH Specification 1500 & 1700,M 25 grade solid slab superstructure(As per PWD Road BSR 2016, Chapter B-4, Item 1.1.1)

C Outlet Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms,lift upto 1.5Mtr including taking out the excavated soil and depositing and refilling of jhiri with watering &ramming and disposal of surplus excavated soil as directed within a lead of 50 meter all kind of soils(As Per PWD BSR 2013 Chapter B-2 item 1.8)

Brick masonry in foundation and plinth with brick of class designation 100 in cement mortar 1 : 4 (1 cement : 4 coarse sand ) (As per PWD BSR chapter B-5 Page No 30 Item No 5.1.5+5.21.1)

Pointing on brick or tile masonry in cement sand mortar 1 : 3 ,flush or ruled pointing .(As per PWD BSR ,Chapter No B-12, Item No 12.38.1 , Page B-141)

Supplying 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 redoxide finishing etc. complete in all respect cost of APM Block (all size) per block

D Bathing Ghat Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm 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

Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level:1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 40 mm nominal size

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

Brick masonry work in cement mortar 1:3, with mechanical mixer in foundation (at 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

Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 12 mm thick.

F Measuring Device Supplying and Fixing of Cut Throat Meter Flume NI Plast For Measurement of Discharge of Branch/Distributries/Minor/Sub Minor. Discharge :10-20 Cs

M/S Goyal Construction Company