C/O Galanghatti Dakoon Dhar Jadoon road Km0/000 to 4/210 SH Formation Cutting ROFD R/B/Walls CD work with wing wall P/L Kharanja Soling Road Side unlined drain Dumpig structure and parapets under NABARD RIDF XXV

Amount

Excavation in earthwork in hilly area in all heights and depths, in all kind 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, etcetera and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, in conformity with the requirement of technical specification for clause 1603.1 and 1603.2 to achieve designed formation width including hauling and stacking of useful materials for construction at suitable sites and construction of dumping sites to be arranged by the contractor for safe disposal of unsuitable cut materials in all leads and lifts to the dumping site, site in specified manner, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in Charge for smooth riding. The recovery for stones, whether useful or not for 6564.71 (Six thousand five hundred sixty four point seven one) Cubic Meter in all cases at the rate of Rupees 170/- only (Rupees one hundred seventy only) per cubic meter shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of excavation 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 for all type of road structure by manual means/mechanical means in all type of classification of soils comprising of ordinary soil, ordinary rock, hard rock and chiselling/wedging out of rock (where blasting is prohibited) including cutting and trimming of side slope and disposing of excavated earth in all heights and depths as per drawing and Technical specification of rural roads clause 1603.1. All useful materials such as stones, shingles, aggregates and slates etc. shall be sorted out and stacked along the road berms properly. Any loss to the public and private property during the course of execution of work shall be the absolute responsibility of the contactor which shall have to be duly compensated by him in all cases including entire carriage of materials through all modes of transportation within in all leads and lifts as per direction of the Engineer-in-Charge.

Earth work in excavation for all type of road structures such as Retaining walls, Breast Walls, Culverts, Drains & Parapets etc. in all type of classification of soil, comprising of ordinary soils, ordinary rock, hard rock, chiselling/wedging out of rocks (where blasting is prohibited) as per drawing & MORD technical specifications clause 305.1, 1104 & 1606.1 and as per direction of the Engineere-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads and lifts including dressing of sides and bottom & backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One hundred fifty millimeters) compacted thickness including shortingand strutting and pumping or bailing out water (surface and sub soil water) upto all depths and any quantom of water including cleaning of slush which may arise out during dewatering as per the directions of Engineer-in-Charge. Any loss to the public and private property during the course of execution of work shall be the absolute responsibility of the contractor which shall have to be compensated by him in all cases.

Providing and laying plain cement concrete Mechanically mixed and vibrated P.C.C 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 40mm nominal size for plain/reinforced concrete in open foundations and plinths or similar works complete as per drawing and Technical specificatiion for rural roads clause 802,803,1202 and 1203 and curing complete including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 crushed stone aggregate 25mm (twenty five milimetre nominal size) for plain/reinforced concrete above wire crate complete as per drawing and Technical specification of rural roads clauses 802,803,1202 and 1203 and curing complete including form work and entire carriage of materials through all modes of transportation with in all leads and lifts as per directions of the Engineer-in-Charge.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702,704,1202 and 1204 Random rubble masonry in cement mortar 1:6 incuding carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Stone masonry work in cement mortar in foundation complete as per drawing & technical specification Clauses 702,704,1202 and 1204 Coursed rubble masonry (2nd sort) in cement mortar 1:4 incuding carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Stone masonry work in cement mortar in foundation complete as per drawing & technical specification Clauses 702,704,1202 and 1204 Coursed rubble masonry (2nd sort) in cement mortar 1:6 incuding carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub-structure complete as per drawing and technical specification clauses 704.6 & 1302.5 incuding carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

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 incuding carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Pointing on Square Rubble coursed or un-coursed stone masonry with cement mortar 1:3 (1 cement : 3 sand) Ruled pointing incuding carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing Back filling behind Retaining walls and Breast walls with granular materials upto all heights in a thickness of 600mm (Six hundred milimetre) complete as per drawings Technical specification of rural roads clauses 1204.3.8 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing weapholes in stone masonry/plain reinforced concrete R/Walls, B/Walls, abutment, wing wall, return wall with 100mm dia (One hundred) PVC pipe extending through the full width of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and Technical specifications of rural roads clause 614, 709, 1204.3.7 including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100mmx100mm 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 technical specification Clause 1301 with in all leads and lifts and as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP2 900mm dia (Nine hundred millimetre) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets as per drawing and Technical specifications of rural roads clause 1108, complete including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Filling in foundation trenches as per drawing and technical specification clause 305.3.9 Earth filling (For marshly soil) complete including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Construction of unlined surface drains of average cross-sectional area 0.40 Sqm. in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m. and lead of 50 m. (aveerage lead 25 m) as per Technical Specification Clause 307 Manual Means including carriage of materials through all modes of transportation with in all leads and lifts as s per direction of Engineer-in-Charge.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HP.PWD specifications including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

Stone soling properly hand packed filling interstices with Kharanja stone and consolidating 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 100mm spread thickness (finished work including materials and labour) completed as per HP.PWD specifications including carriage of materials through all modes of transportation with in all leads and lifts and as per direction of Engineer-in-Charge.

Aftab Khan

MOHINDER PAL VERMA

Hari Bhushan

Reena Thakur