Construction of Link from Bag to Kayaloo Road km 0/00 to 10/500

Amount

Excavation in earth work by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of mixed soil, oridinary rock and hard rock and 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, the track shall be excavated with chiseling and wedging out rock(where blasting is prohibted) all earth work in cutting/excavation, including rock excavation shall be carried out true lines, grades dides, slopes,width,camber,super elevation and level as shown on the drawings or as directed by Engineer in Charge, in conformity with the requirement of technical specification for rural road, clause 1603.1 and 1603.2 of general conditions for contract to achieve designed formation width including hauling and stacking of materilas useful for construction at suitable sites and safe disposal and dumping to be arranged by the contractor of unsuitable materials in specified manner, trimming filling of uneveness, 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 19133.11 cum (Nineteen thausand one hundred thirty three and point elevan cubic metre) shall be made in all cases, otherwise recovery at the rate of Rupies 170/- only (Rupies one hundred seventy only) per cubic metre shall be effected on pro-rata basis. any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractors, which shall compensated by him inall cases.

Exacavation in soil in Hilly area by manual /mechanical means including cutting and trimming of side slopes and disposing of excavated earth upto all leads and lifts as per drawing and technical specification clause 1603.1 and other deleterious materials and disposal including carriage of material upto all leads lifts as per MORD Specification and as directed by Engineer-In- Charge

Earthwork in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets etc. in all type of classification of soil comprising of oridinary soil,ordinary rock,hard rocks,chiselling/wedging out of rocks(where blasting is prohibted) as per drawing and MORD technical specifications clause 305.1,1104 and 1606.1 and as per the direction of Engineer in charge.

Providing and laying cement concrete grade P.C.C. M-10 (ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crussed stone aggregate 40mm ( forty milimetre ) nominal size Mechanically mixed and vibrated in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials with in all leads,lifts and as per the direction of Engineer-In-Charge.

Providing and laying Plain cment concrete 1:4:8 25 mm (One Cement isto four sand isto eight graded crushed stone aggregate (twenty five milimetre) nominal size Mechanically mixed and vibrated in open foundations complete as per drawing and technical specification clause 802,803,1202 & 1203 including carriage of materials upto all leads, lifts and as per the direction of Engineer-in-Charge.

Providing and laying Mechanically mixed and vibrated Plain cement concrete 1:5:10 (one cement isto Five sand isto ten graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying Plain/ Reinforced Cement Concrete M-15 grade 1:2.5: 5 nominal mix (one cement isto two point five sand isto five graded crushed stone aggregate 40mm (forty milimetre) nominal size for Mechanically mixed and vibrated in substructure complete as per drawings and technical specifications MORD clause 802,804,805,806,807,1202 & 1204 and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and laying Plain/ Reinforced Cement Concrete RCC grade-M-20 Nominal Mix 1:2: 4 (one cement isto two sand isto four graded crushed stone aggregate 20 mm (twenty milimetre) nominal size for Mechanically mixed and vibrated in substructure complete as per drawings and technical specifications clause 802,804,805,806,807,1202 & 1204.(Height upto 5.00 metres) and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and laying Reinforced Cement Concrete RCC grade-M-25 Nominal Mix 1:1.5: 3 (one cement isto one point five sand isto three graded crushed stone aggregate 20 mm (twenty milimetre) nominal size for Mechanically mixed and vibrated in superstructure complete (Height upto 5.00 metres) as per drawings and technical specifications clause 800, 1211. and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and laying Reinforced Cement Concrete grade-M-25 Nominal Mix 1:1.5: 3 (one cement isto one point five sand isto three graded crushed stone aggregate 20 mm (twenty milimetre) nominal size for Mechanically mixed and vibrated complete as per drawings and technical specifications clause 800, 1205.50. and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and laying Cement Concrete grade-M-30 for wearing course Mechanically mixed and vibrated complete as per drawings and technical specifications clause 800, 1206.30. and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and laying PCC grade-M-15 ordinary grade 1:2.5:5 Nominal mix (one cement isto two point five sand isto five graded stone aggregate) nominal size levellling course below approach slab complete as per drawings and technical specifications clause 800, 1211. and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Cosntruction of rpecast RCC railing of M 25 Grade, in cast in situ with 20 mm nominal size aggregate , true to line and grade, tolurence of vertical Railing post not to exceed 1 to 500, center to center spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. clauses 800,900 and 1208.30.and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications clauses 1002,1010 and 1202.complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and laying Plain/ Reinforced Cement Concrete M-20 grade 1:2: 4 nominal mix (one cement isto two sand isto four graded stone aggregate 20 mm (twenty milimetre) nominal size for Mechanically mixed and vibrated in substructure complete as per drawings and technical specifications clause 802,804,805,806,807,1202 & 1204. (Height uptp 5.00 metre) and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and filling joint sealing compound complete as per drawings and technical specifications with course sand and 6 % (percentage) bitumen by weight complete including entire carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Drainage Spouts complete as per drawing and Technical specifications clause 1209 complete.including entire carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia PVC pipe extending through the full width of the structures with slop of 1(v);20 (H) towards drawing face complete as per drawings and technical specifications clause 614,709,1204.3.7 complete.including carriage of materials within all leads and lifts as per the direction of Engineer-In-Charge.

Providing and Laying of boulder apron laid in wire crate with 4 mm dia G.I. wire confirming to IS 280 and IS 4826 in 100 mm x100 mm mesh(wovendiogonally) i.e. 10% extra for laps and joint with stone boulder weighing not less than 25 kg each as per drawingv and technical specifications clause 1301 complete. including carriage of materials in all leads and lifts and as per the direction of Engineer in Charge.

Back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and technical specifications MORD clause 1204.3.8 complete. including carriage of materials within all leads lifts and as per the direction of Engineer-In-Charge.

Providing and laying rubble stone flooring laid in cement mortar 1:3 (one cement isto three sand) over cement concrete beeding complete as drawing and technical specification and MORD technical specification clause 1303 complete including haulaging of materials in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. Rubble stone laid in cement mortor 1:3 (One cement Three Sand).

Providing and laying reinforced concrete pipe IS (Indian Standard) class NP-2 (Non Pressure -Two) of 900(Nine hundred) millimeters internal dia meter for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1;2 (one cement is to two sand ) but excluding excavation ,protection work ,back filling ,concrete and masonary work in head walls and parapets clause 1108 as per drawings and technical specifications MORD including carriage of materials in all leads lifts as per the direction of Engineer-In-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 and 1203 and curing complete including the cost of form work and carriage of materials with in all leads , lifts and as per the direction of Engineer-In-Charge.

Construction of unlined surface drain of average cross sectional area 0.40 Sqm in soil to specified lines, grades,level and dimensions. excavated materials to be used as embankment with alift upto 3.00 metres and lead upto 50.00 metres as per technical specification clause 307 complete. including carriage of materials in all leads and lifts and as per the direction of Engineer in Charge.

Reinforced cement concrete M 15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. complete as per drawing and technical specification clause 1703 5th kilometre stone (precast).

Reinforced cement concrete M 15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. complete as per drawing and technical specification clause 1703 ordinary kilometre stone (precast).

Reinforced cement concrete M 15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. complete as per drawing and technical specification clause 1703 200 metre (two hundred ) kilometre stone (precast).

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting,1.50 mm thick supported on a mild steel angle iron post 75mm x75 mm x 6 mm (seventy five milimetre into seventy five milimetre into six milimetre) firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mmx 450 mm x 600 mm( four hundred fifty milimetres into four hundred fifty milimetres into six hundred milimetres) below ground level as per drawing and technical specification clause 801 (600 mm equilateral triangle).

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting,1.50 mm thick supported on a mild steel angle iron post 75mm x75 mmx 6 mm (seventy five milimetre into seventy five milimetre into six milimetre) firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mmx 450 mmx600 mm( four hundred fifty milimetres into four hundred fifty milimetres into six hundred milimetres) below ground level as per drawing and technical specification clause 801 (800 mm x 600 mm rectangular).

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting,1.50 mm thick supported on a mild steel angle iron post 75mm x75 mmx 6 mm (seventy five milimetre into seventy five milimetre into six milimetre) firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mmx 450 mmx600 mm, 600mm ( four hundred fifty milimetres into four hundred fifty milimetres into six hundred milimetres) below ground level as per drawing and technical specification clause 801 (600 mm x 450 mm rectangular).

Reinforced cement concrete M 15 grade boundary pillars/Local stone of standard design as per IRC:25, fixing in position including finishing and lettering but excluding painting and as per drawing and technical specification clause 1704.

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as drawing and technical specification Clauses 1701, Hindi (Matras commas and the like not to be measured and paid for half letters shall be counted as half only complete upto all leads and lifts also and as per the direction of Engineer-in-Charge

LALIT MOHAN KASHYAP

kapoor sanjee

M/S Roshan Lal Sharma & Sons

Ajay Rathore

vikas sharma

Satish Kumar Vij

M/S STRIKER & BROS