Construction of minor bridge, Approach road and additional approach road work on Bisalpur Puranpur Diyoriya Kalan Road in Village Dhakia Ranjeet on Mala river in Dist. Pilibhit Under Rajya Yojna (General)

Amount

Earth work in excavation for foundation of structure by mechanical means as per drawings and clause 304 of MORT&H specifications (2001)

Providing and laying of cutting edge of mild steel weighing 150 kg per meter of well foundation as per drawings and clause 1200 & 1900 of MORT&H Specifications (2001) .

RCC work in M-25 in well curb with cement, aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. as per MOT&H 12.8 case I(E)

RCC work in M-30 in well steining with cement aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.as per MOT&H 12.11 (1200,1500 & 1700)

Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil,clayey soil and rock as shown against each case ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level, i) depth below bed level up to 3.0M as per MOT&H 12.12 section 1200 A(i)

ii) depth below 3.00 to 10 M as per MOT&H 12.12 section 1200 A(ii)

iii) Beyond 10.00 to 20.00 M as per MOT&H 12.12 Section 1200 A(iii)

M 25 grade plain cement concrete with 10 per cent extra cement in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in bottom plug.

M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in intermediate plug.

Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001)

M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap.

M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers caps

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment top beams

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in back walls

M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in wing walls

RCC M-35 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including nece-sary shuttring placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all material labours T&P etc required for porper completion of wortk. as per MOT&H 14.1 Case I

Supply and fixing and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications.as per MOT&H 12.40 (1600)

100 mm dia galvanised steel drainage spouts and drainage pipes with all clean outs & other fixtures from deck complete as per drawing and clause 2705 of morth&h specifications (2001)

M 25 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001)

M 15 ordinary grade plain cement concrete leveling course below approach slabs per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001)

Back filling behind abutment, wing wall and return wall with 40mm O.B.B.B. complete as per drawing and technical specifications As per MORD 401

Supply, fitting and fixing in positions true to line and level 500x 250x 8 mm sixe elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001)

Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation. as per MOT&H 14.22 (2607)

Cement concrete with 2cm. Gauge stone grit, coarse sand and cement in the proportion of 4:2:1 in foundation including supply of all materials, labour and T&P etc. required for proper completion of work as per direction of E/I. (BT Colmns base) as per MOT&H 12.8 (1500,1700 & 2100)

Earthwork in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 50 cms in depth & earth work in embankment to be in 20 cms layers, including ramming and dressing the surface to required levels & slopes and also including 1.5m lift and 30mts.lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engr.-in-charge (a) Ordinary earth with mechanically compacted. As per MORD 3.4 (301.5)

Construction of Embankment with approved material obtained from Borrow-pits with all leads & lifts, transporting to site, spreading, grading to required slope and compacting to meet requirements etc as per MORD clause 300.1 AND 300.2 with a lead upto 1000m.as per technecal specification clause 301.5. (Carted Earth)

Providing laying and spreading material on a prepared sub grade adding cement@2% by weight to the spread material manually mixing in place with rotavator and compacting with rhe road foller at OMC to achieve the desired unconfined compressived strength and to from a layer of sub-base. As per MORD 405

Providing laying and spreading material on a prepared sub base cement @4% by ewight to rhe spread meterial manually mixing in place with rotavator and compacting with the road roller at OMC to achueve the desired unconfined compressive strength and to form a layer of base. As per MORD 403

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 as per Technical Specification Clause 5.9-508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510.

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 and Fixing with Plain/Reinforced Cement Concrete Grade M-25 in foundation complete as per Drg. and Technical Spec'ns. as per MOT&H 8.23, 810 A

Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification. as per MOT&H 16 (2504)

Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification. as per MOT&H 15 (2504)

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. as per MOT&H 12.8 (1500,1700 & 2100)

First class brick work in 1:3 cement and coarse sand of1.25F.M.mortar in foundation and plinth including' supply of all materials,labour and T&P etc. required for proper completion of the work. as per MOT&H 13.1 (1300 & 2100)

Pointing with cement mortar 1:3 on brick work in substructre as per technical specification 13.2(1300& 2200)

Plastering with cement mortar 1:3 on brickwork in substructure as per technical specifications 13.3 (1300 &2200)

Cement concrete with 2 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. as per MOT&H 12.8 (1500,1700 & 2100)

Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe. (As per N.S. Item No. 8)

(a)Supply of 900mm dia R.C.C. Hume Pipe NP-3 3x2.5 = 7.50 RM. As per Non Shedule Item No 5 (ii)

(b)Supply of 900mm R.C.C Collar NP-3

Laying & Fixing of R.C.C. Hume Pipe (NP3) as per direction of E/I. As per Non Shedule Item No 5a (i)

M/S FAROOQ KHAN CONTRACTOR