Restoration of rain damges on Kehlog Basha road Km0/0 to 2/0

Amount

Earthwork in excavation for all type of road 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). Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and its disposal including dressing of sides and bottom and backfilling in trenches with excavated suitable material, trimming, filling of unevenness blindages and finishing of the road to specified dimensions. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, 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) 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 concrete for plain/reinforced concretre 1:4:8 (one cement:four sand:eight graded crushed hard stone aggregate 25(twenty five) millimeter nominal size) mechanical mixed, vibrated and curing complete including form work in open foundation as per drawing and technical specification of MORD specification 800 & 1200(Eight hundred and one thousand two hundred) clause 802, 803, 1202 and 1203(Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three)and MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing and laying of boulder apron laid in wire crates with 4 mm(four milimeter) dia GI wire conforming to IS:280 (two hudred eighty) and IS:4826 (four thousand eight hundred twenty six) in 100 mm x 100 mm(one hundred into one hundred milimeter) mesh (woven diagonally) including 10(ten) per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogramme) each as per drawing and technical specifications Clause 1301,(one thousand three hundred one) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred milimeter) dia PVC pipe extending through the full width of the structure with slope of 1 (V):120 (one hundred twenty) (H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four pont three point seven) as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Backfilling behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) Granular material, including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

VIKRAM SINGH

sudhir verma

Lakshay

JOGINDER SINGH

GOPAL VERMA

Arun Sharma

Hitender Krishan