A/R andM/O Link road to Kein Horticulture belt road Km. 0/0 to 1/200(SH Construction R/walls, B/walls and 900mm dia Hume pipe culverts at various RDs and P/L WBM-II and WBM-III, Mix seal surfacing of 25mm thickness etc.).

Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) and 1606.1(One six zero six point one) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side & any structure near about, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying Plain cement Concrete nominal mix 1:4:8(one cement: four sand: eight graded stone aggregate)25mm (Twenty five) milimetre nominal size mechnically mixed and vibrated for plain/reinforced concrete in/ under water and curing complete for 14 (fourteen) days in open foundation and plinth for all type of structure or similar works like drain etc. including pumping and bailing out water (surface and sub oil water) dewatering for all depth and any quntam of water including removal of slush which may arise at the time of laying under water complete for all hieght/ depth including the cost of form work complete as per MORD technical specification clause 802, 803, 1202 and 1203. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing and laying Plain cement Concrete nominal mix 1:3:6(one cement: Three sand: six graded stone aggregate)40mm nominal size mechnically mixed and vibrated for plain/reinforced concrete in/ under water and curing complete for 14 (fourteen) days in open foundation and plinth for all type of structure or similar works like drain etc. including pumping and bailing out water (surface and sub oil water) dewatering for all depth and any quntam of water including removal of slush which may arise at the time of laying under water complete for all hieght/ depth including the cost of form work complete as per MORD technical specification clause 802, 803, 1202 and 1203. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing and laying (to level or slope) reinforced cement concrete 900 mm (Nine Hundred millimeter)dia pipe class NP-2( Non Presseure- Two), including jointing for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(one cement: two sand) including back filling but excluding excavations, protection works, concrete and masonry works in head walls and parapets as per drawings and technical specifications C - 1108. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Providing weep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing walls, return wall with 100mm (One hundred) milimetre dia AC pipe extending through the full width of the structures with slope of 1(V):20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709,1204.3.7. all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 in granular material. as per drawing and HP PWD techinical specifications i/c carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

WBM Grading 2 63 to 45 mm nominal size (Sixty three milimetre to Forty milimetre) Providing laying, spreading and compacting stone aggregate of specific size to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN (Eighty to One Hundred) static roller in stage to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstice of course aggregate, watering and compacting to the required density Grading-2 as per HP.PWD. specification/ technical Specification clause 405 (Clause Four Hundred Five) complets including carrige of material in all leads & lifts thourgh all modes of transportation in all leads and lifts all incidental charges as per direction Engineer-in-Charge by Machanical Means

WBM Grading 3 55 to 25 mm nominal size (Fifty five milimetre to Twenty five milimetre) Providing laying, spreading and compacting stone aggregate of specific size to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN (Eighty to One Hundred) static roller in stage to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstice of course aggregate, watering and compacting to the required density Grading-3 as per HP.PWD. specification/ technical Specification clause 405 (Clause Four Hundred Five) complets including carrige of material in all leads & lifts thourgh all modes of transportation in all leads and lifts all incidental charges as per direction Engineer-in-Charge by Machanical Means

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 (zero point seventy to one point zero) kg/sqm using mechanical means as per Technical Specification Clause 502.including carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg (zero point two five to zero point three kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three)as per Technical Specification Clause 405(Four hundred Five) By Mechanical means as per HPPWD specification , including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts to the entire satisfaction as per direction of Engineer - in - Charge.

Providing, laying and rolling of close-graded mix seal surfacing material of 25mm thickness composed of 13.2mm to 0.9mm (Type-B) @ 0.338 k.g per 10 square metre aggregates using penetration grade bitumen @ i.e. bindres content @ 23.75 k.g. per 10 square metre or 5.11 by weight and minumum density of MMS should be 2.10 gm/cc to required line, grade and level to serve as wearing course 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 Type B Bitumen (S-90) as per Technical Specification Clause 509 as per HPPWD specification , including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts to the entire satisfaction as per direction of Engineer - in - Charge.

Providing and laying Interlocking Concrete Block Pavements having thickness 80 mm ( eighty milimetre)as per drawings and Technical Specification Clause 1504 (one thousand five hundred four) and curing complete including the cost of form work and carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and Laying in position cement concrete of specified grade excluding the cost of Centering and shuttering - All work up to plinth level in 1:2:4 ( one cement isto two sand isto four graded stone agg. 20 (Twenty) mm nominal size) mechanically mixed and vibrated and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and curing complete including the cost of form work and carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.