Construction of Remaining Part of Paukhal Mahavidyalya to Genwali Swari link Kandikhal Tipri motor

Amount

Excavation in Hill side Cutting as required at site in all types of soils and rocks which may be met at site for making the road and grade as per plan and L-section attached with reference to Level & back cutting pillars fixed or line marked at side of road including uprooting of tree roots if any and cutting of bushes, dressing of road surface to required level and slope. also including all leads &, lifts and disposal of surplus excavated earth from site to dumping yard as directed by Engineer- in charge. Including s/o all materials, labour, T&p etc. required for proper completion of the work.

Cartage for excavated materials at a suitable dumping places for environmental protection of khud side land of the road. Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means and as directed by engineer-in-charge & as per PWD specification.

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

Random rubble masonary laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers etc. including supply of all material, labour, T&P and royalties etc.

H.P stone filling in back of wallls including cost of all materials, royality.t&p etc. complete.

Providing and laying of wire crates 3.00x1.50x1.50 in size with a 10 gauge BWG GI wire conforming to IS : 280 & IS : 4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each. (As per PWD Uttarakhand Specification)

P.C.C. 1:3:6 in open foundation as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge {PCC 1:3:6 (M10)}

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC grade M20)

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6) The following Primary Steel Producers have been approved for PWD, Uttarakhand vide Office Memorandum No. 65/10 adhi/praapti/12 Dated:25/01/2012 of the Chief Engineer, Level-1, PWD:- 1. SAIL (Steel Authority of India Ltd.) 2. RINL (Rashtriya Ispaat Nigam Ltd.) 3. Tata Steel 4. Shyam Steel Industries Ltd.

WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.

Construction of Hill Side Kucha Drain in accordance with the requirement of specification true to lines and grades. Dimesions and otherparticulars as per drawing including all material, labour, T&P etc. required for proper completion of the work and technical specification.

Construction of K.C. type drain as per Drawing (Drawing attached) of M-20 grade cement concrete precast kerb stone of size 15x40 cm. with M-20 grade cement concrete precast base slab 50 cm. wide and 10 cm. thick over 7.5 cm. thick cement concrete in proportion 1:4:8 (Cement, coarse sand and 40 mm thick crushed stone ballast) including supply of all material, labour, T&P etc. required for proper completion of the work.

Concret ewith cement,coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundation sand floors including supply of all material, labour and T&P etc.required for proper completion of the work.as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal Mix M-15) (1:2.5:5)

Construction of Parapet Providing and laying with Plum Masonry with 40% plum & 60% 1:3:6 cement concrete encluding base concrete and excavation For Parapet & Protection Work

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

In 1:4 cement mortar

In 1:5 cement mortar

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications, Clause 1208.2

Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3

Drainage spouts complete as per drawing and technical specifications Clause 1209

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets (500 mm dia)

Stone masonary chamber

Plaster 1:4

Three years Maintenance

For First year- This includes following works as drain cleaning twice in a year,shoulder repairing,slip clearance during and after rains.

For Second year- This includes following works as drain cleaning twice in a year,shoulder repairing,slip clearance during and after rains.

For Third year- This includes following works as drain cleaning twice in a year,shoulder repairing,slip clearance during and after rains and patch repairing with P.C.

Ms Pooran Chand Ramola And Brothers