Pradhan Mantri Gram Sadak Yojana Tender

Random Rubble Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work. MORD specifications)

HPS filling

Providing concrete for plain concrete in open foundations complete as per drawings and technical specificationsM-10

Providing concrete for plain concrete in open foundations complete as per drawings and technical specificationsM-20

Construction of K.C. type Pucca drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work. as directed by Engineer-in-charge and MORD Specification Clause 1606.

Excavation in foundation for retaining & brest walls Excavation in foundation

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar.(As per MORD specification

Plastering with cement mortar (1:4), 15 mm thick on Stone masonry in substructure as per technical specification Clauses 613.4 & 1204 including supply of all material, labour, T. & P. etc. required for proper completion of the work.

Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Scupper 1 mtr span

Excavation in fountation

Nominal Mix M 10 (1:3:6)

Random rubble stone Masonry laid in 1:5

PVC pipe weep hole (100 mm dai)

RCC Grade M 25

PCC grade M-25 for Flooring

Hand packed stone filling

HYSD steel

Construction of Catch pit

Excavation in foundation

Random Rubble Stone Masonry laid in 1:5

R.R Dry

Relaying Work

Earth work in Hill Road (Hill Side Cutting):- Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all lifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014.

Soil

Ordinary rock

Hard rock

WBM Grading-3…..By Mechanical MeansProviding, laying, spreading and compacting stone aggregates of specific sizes(53mm to 22.4 mm) to water bound macadam including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN

Prime Coat Low porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing laying and rolling of cold mixed open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade Catonic Bitumen Emulsion (Tailor mace binder) to required line, grade and levelto serve as wearing cousre on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per MORD Specification clause 506.2 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e CRRI, New Delhi)

Providing and laying seal coat by Bituminous Emulsion (Tailor made binder) as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical Specification Clause 508 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI, New Delhi)

200 m stone (Precast)

Ordinary kilometer stone (Precast)

5 th km stone (Precast)

Providing and fixing of retro-reflectorised cautionary, mandatory andinformatory sign as per IRC:67 made of encapsulated lens type reflectivesheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thicksupported on RCC Post 100 mm x 100 mm firmly fixed to the ground bymeans of properly designed foundation with M15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground level as per approveddrawing Clause 1701

PMGSY logo board

Excavation in foundation for retaining & brest walls

Nominal mix 1:3.6

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per MORD specifications)

flush Pointing with cement mortar 1:3 in front side of parapet

plaster in 1:4 C.S motar on stone masonry in back side and both sides of the parapet

25mm thick P.C.C M20 in top

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Emergency Maintenance

Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611

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Iind Year

IIIrd Year

Ivth Year

Vth Year

Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work

Ist Year

Iind Year

IIIrd Year

Ivth Year

Vth Year

Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301

Ist Year

Iind Year

IIIrd Year

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Vth Year

Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)

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Vth Year

Routine Maintenance Under PBMC:

Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907. 3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 . 4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. 5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year). 9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.

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