Construction of link road from Dohgad to Khalair Km. 0/00 to 2/840. Under SCSP. (SH- Improvement of Formation deficiency between Km. 0/00 to 0/675, C.D. works, C/o R/walls at various Rds, Kharanja Stone soling in essential reaches, Parapets and un-li

Amount

Excavation in earth work in hilly areas in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohobited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, widths, camber, super elevation and level as shown in the drawings or as directed by the Engineer-In-Charge, in conformity with the requirement of technical specifications for Rural Road, August 2004 and clause 16.2 of general conditions for contract ot achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal dumping to be arranged by the contractor of un-suitable cut materials in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimentions including disposal of surplus materials with all leads and lifts at the locations specified in the tender documents or as directed by the Engineer-In-Charge for smooth riding. The recovery of the stone, whether useful or not, for 296.91 cum. In all cases, @ Rs. 170/-only per Cum. Shall be effected on prorta basis. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Excavation in soil in Hilly area by all means in all kinds of soil such as pick work, jumper work, blasting work both in soft and hard rock with chiselling/wedging out rock (where blasting is prohibited) and other intermediate classification of soil including cutting and trimming of side slopes and disposal of unserviceable material by mechanical transport and stacking the serviceable/ useful material on road berms as per technical specification clause 1603.1,1603.2 or directed by the Engineer-in-charge. The work shall be executed in workman like manner and avoids any damages to the private/ Govt. property in the vicinity of work site, if damage access any property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases.

Earth work in excavation for structures as per drawing and technical specifications Clauses 305.1 & 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead, dressing of sides and bottom and back filling in trenches with excavated suitable material in all kind of soil upto any depth in earth work such as pick work, jumper work, pick jumper work, pick jumper blasting work, blasting work in soft and hard rock conglomerate rock or saturated soil and their intermediate classification of soil including chiseling/ wedging out of rocks (where blasting is prohibited) and pumping or bailing watering /dewatering and disposal of all surplus excavated earth, up to all leads, lifts and through all modes of transportation, disposed earth to be levelled and neatly dressed including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Providing and Laying plain cement concrete 1:6:12 (one cement : six sand : twelve graded stone aggregate 40 mm (forty millimetre) nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Providing and laying concrete for plain/ reinforced concrete grade M-10 (ten) nominal mix 1:3:6 (One cement: three sand : six graded stone aggregate 20 mm (twenty millimetre) nominal size in open foundation complete as per drawing and technical Specification Clause 802, 803, 1202 and 1203 and as per directions of the Engineer-In-Charge including curing and carriage of materials through all modes of transportation within all leads and lifts and other incidentals.

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. Random rubble masonry in cement mortar 1:4 (one cement : four sand) including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. Random rubble masonry in cement mortar 1:5 (one cement : five sand) including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc for sub-structures and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Providing and laying of boulder apron laid in wire crates with 4 mm (four) millimetre dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm ( hundred millimetre x hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 (One cement : three sand) including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Providing and laying reinforced cement concrete pipe 900mm (Nine hundred millimetre) dia NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (One cement : two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets Clause 1108 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Filling in foundation trenches as per drawing and technical specification clause 305.39 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Stone soling properly hand packed filling interstices with Kharanja stone and consolidaing with power road roller to the required gradient and camber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Providing and laying plain concrete in open foundations complete as per drawings and Technical specifications Clause 802,803,1202 & 1203 in PCC grade M15 nominal mix 1:2.5:5 (one cement: two and half sand: five graded crushed stone aggreagte 40mm nominal size) up to any height & depht including form work, curing and carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

HITENDER THAKUR

Arush Sharma

Chetan Sharma