C/o Rajpur Kulthina road km. 0/0 to 6/405

Amount

Excavation in earthwork in hilly area all heights and depths, in all kind of soils including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting , blasting workshall 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 rock shall be excavated with chiseling and wedgingout 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 of rural roads, and clause 16.2( Sixteen point two) of General conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposaland dumping to be arranged by the contractor of unsuitable cut materials 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 5769.00 cubic metre (Five thousand seven hundred sixty nine point two zero cubic metre) in all cases @ Rupees 170/- ( Rupees one hundred seventy only) per cubic metre shall be effected on prorata basis. 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.

Earth work in execavation of foundation of structures as per drawing and Ministry of Rural Development for rural roadsTechnical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and laying cement concrete 1:6: 12 ( one cement : six sand: twelve graded crusher stone aggregate 25mm ( twenty five millimeter nominal size) and curing complete including the cost of form work for plain / reinforced concrete in open foundation/ sub-structures complete as per drawing and HP.PWD. as per Ministry of Rural Development Technical specifications. Clauses 802, 803, 1202 and 1203 including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and laying cement concrete 1:4: 8 ( one cement : four sand: Eight graded crusher stone aggregate 25mm ( twenty five millimeter nominal size) and curing complete including the cost of form work for plain / reinforced concrete in open foundation/ sub-structures complete as per drawing and HP.PWD. as per Ministry of Rural Development Technical specifications. Clauses 802, 803, 1202 and 1203 including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

In Cross Drainages Works:-

In Parapets :-

Providing and laying cement concrete 1:4: 8 ( one cement : four sand: Eight graded crusher stone aggregate 40mm ( forty millimeter nominal size) and curing complete including the cost of form work for plain / reinforced concrete in open foundation/ sub-structures complete as per drawing and HP.PWD. as per Ministry of Rural Development Technical specifications. Clauses 802, 803, 1202 and 1203 including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate10mm to 20mm (Ten milimeter to twenty milimeter) nominal size) in open foundation complete as per drawing and as per Ministry of Rural Development technical specifications.clauses 802,803,1202 and 1203 including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

In Cross Drainages Works:-

In Road Side Drain Works:-

Providing and laying for plain \ Reinforced concrete in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807,1202 and 1204 ( Eight hundred two, eight hundred four, eight hundred five, eight hundred six, eight hundred seven, One thousand two hundred two and One thousand two hundred four) PCC grade M-15 1:2.5:5 ( plain cement concrete one cement : Two and Half sand: five graded crusher stone aggregate ) nominal mixed and vibrated and including the cost of form work and haulaging \carriage of all labours, equipments and materials to various location through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government. (Road side Parapets)

Providing and laying reinforced cement concrete PCC grade-20(Twenty) 1:2:4 ( One cement : Two Sand : four graded stone aggregate ) in Sub-structure as per drawing and as per Ministry of Rural Development technical specifications Clauses 802, 804, 805, 807,1202 and 1204 in all heights and depth including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and laying reinforced cement concrete RCC grade -25 (Twenty five) 1:1.5:3 ( One cement : One and Half Sand : Three graded stone aggregate ) in superstructure as per drawing and as per Ministry of Rural Development technical specifications Clauses 800, 1205.4 and 1205.5 in all heights and depth including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and as per Ministry of Rural DevelopmentTechnical Specifications. Including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and as per Ministry of Rural Development technical specifications Clauses 1002, 1010 and 1202 in all heights and depth including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing and laying reinforcement cement concrete pipe NP-2 (900mm) (Nine hundred millimeter) dia for culverts on first class bending of granular materials in signal row including fixing collars with cement motor 1:2 (One cement : Two Sand)but excluding excavation protection works backfilling concrete and masonry work in head walls and parapets as per clause 1106 ( One thousand one hundred six), including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Providing and lying flooring laid over cement concrete bedding complete as per drawing and as per Ministry of Rural Development technical specification Clause 1303.(One thousand three hundred three) Rubble stone laid in cement mortor 1:3. ( One cement : Three sand) including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Construction of RCC railing of M-25 grade in cast in situ with 20mm(twenty) milimetres nominal size aggregate true to line and grade tollerance of vertical railing post not to exceed 1 in 500 (One in Five hundred milimeter) centre to centre spacing between vertical post not to exceed 2000(two thousand) milimeter as per drawing and as per Ministry of Rural Development technical specifications clause 800,900 and 1208.3 including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing Drainage Spouts complete as per drawing and as per Ministry of Rural Development Technical specifications as per clause 1209.including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and as per Ministry of Rural Development technical specification clause 1204.3.8 with granular material.including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred milimetre) dia PVC pipe extending through the full width of the structure with slope of 1(One verical) : 20 (Twenty Horizetial) toward drawing face complete as per drawing and as per Ministry of Rural Development technical specification clause 614,709, 1204.3.7. including all leads, lifts a, carriage of materials and other incidentals complete as per entire satisfaction of the Engineer in charge.

Providing and laying of boulder apron laid in wire crates with 4 mm ( four milimeter) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (One hundred into One hundred milimeter) mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg ( Twenty five Kilograme) each as per drawing and Ministry of Rural Developmenttechnical specifications Clause 1301, Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of table 300.2 with in all leads and lifts as per technical specification Clause 303.1,as per the direction of Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per Ministry of Rural Development technical Specification Grading I materials, including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Providing , laying, spreading and compacting stone aggregates of specific size 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 crushable, screening to fill up the, interstices of coarse aggregate watering and compacting to the required density as per technical specification clause 405 , including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government. W.B.M. Grade-II 63mm to 40mm (sixty three millimeter to forty millimeter) (by Mechanical means).

Providing , laying, spreading and compacting stone aggregates of specific size 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 crushable, screening to fill up the, interstices of coarse aggregate watering and compacting to the required density as per technical specification clause 405 , including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government. W.B.M. Grade-II 53mm to 22.4mm (fifty three millimeter to twenty two point four millimeter) (by Mechanical means).

Providing and applying priming coat with bitumen emulsion (SS-I ) on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.85 kg/ sqm. (Zero point eight five Kilogram) per Per Square Meter using mechanical means as per technical specifications clause 502 including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Providing and applying tack coat with bitumen (RS-I) using emulsion distributor at the rate of 0.275 kg.per square (Zero point two seven five Kilogram) per Per Square Meter on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification Clause 503 including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 (Five point five) percent of mix and filler, Transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects, including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government. 30mm.(Thirty millimeter) thick. Nothing extra shall be paid for higher content of bituminous as per hot mix formula.

Providing and laying of hot applied thermoplastic compound 2.5 mm (Two point five millimeter) thick including reflectorising glass beads @ 250 gms (Two hundred fifty grame) per sqm area, thickness of 2.5 mm (Two point five millimeter) is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. as per direction of Engineer-in Charge and accordance with applicable specifications complete, as per direction of Engineer-in Charge and accordance with applicable specifications.

Providing and fixing of typical NABARD informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm ( One point six milimetre) thick, top and middle plate duly welded with MS flat iron 25mm ( Twenty five milimetre) x 5m ( Five metre) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm ( twenty five milimetre) x 25mm ( twenty five milimetre)x 5mm ( five milimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos.(Two number) 75mm (Seventy five milimetre) x 75 mm (Seventy five milimetre)of 12 (Twelve) SWG sheet tubes posts duly embedded in cement concrete M-15 ( Fifteen) grade blocks of 450mm (four hundred fifty milimetre) x 450mm(four hundred fifty milimetre) x 600mm (six hundred milimetre), 600mm (six hundred milimetre)below ground level. The top most diamond plate will be welded to middle plate by 47mm (Forty seven milimetre) x 47mm (Forty seven milimetre) of 12 (Twelve) SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with including haulage of material with in all leads, lifts and carriage of materials and as directed by the Engineer In charge.

Providing and fixing 600 mm (Six hundred millimetre) equiateral triangle retroreflectioned cautionary mandatory and information sign board as per IRC 67 Made of encapsulated lans type reflective sheeting vide clause 1701-02,3 fixed over aluminium sheet 1.5 mm thick supported on a mild steel angle post 75 mm x 75 mm x 6 mm firmly fixed to the groundby means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm , 600 mm (Six hundred millimetre) below ground level as per drawing and specification clause 801, Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.

Providing and fixing 800*600mm ( Eight hundred milimetre in to Six milimeter) equiateral triangle semi reflective cautionary informatory sign board for traffic as per IRC 67 Made of encapsulated lans type reflective sheeting vide clause 1701.3.9 of MORD for Rural Road and fixed over aluminium sheet 1.5 mm (One point five milimetre) thick supported on a mild steel angle post 75 mm x 75 mm x 6 mm (Seventy five into Seventy five into six milimetre) firmly fixed to the ground as per specification clause 801.Made of encapsulated lans type reflective sheeting vide clause 1701-02,3 fixed over aluminium sheet 1.5 mm ( One point five milimetre) thick supported on a mild steel angle post 75 mm x 75 mm x 6 mm (Seventy five into Seventy five into six milimetre) firmly fixed to the ground as per specification clause 801 Including haulage of material with in all leads, lifts and other incidentals complete as directed by the Engineer In charge.

Reinforced cement concrete M15 (Fifteen) grade kilometer stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing, but encluding painting as per drawing and as per Ministry of Rural Development Technical Specification Clause 1703. 5th (Fifth) Kilometer Stone (precast) Including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Reinforced cement concrete M15 (Fifteen) grade kilometre stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing but encluding painting as per drawing and as per Ministry of Rural Development Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) Including haulage of material with in all leads, lifts , carriage of materials and other incidentals complete as directed by the Engineer In charge.

Reinforced cement concrete M15 (Fifteen) grade kilometer stone/local stone of standard design as per IRC:8 (Eight) fixing in position including printing, but including painting etc. as per drawing and as per Technical Specification Clause 1703. Including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government. 200 mtr. (Two hundred meter) Stone (Precast) .

Reinforced cement concrete M 15 Grade boundry pillar / local stone of standard design as per IRC.:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704, Including all leads, lifts or as directed by the Engineer-in-Charge. The rate including octroi, royality, malkhana, toll tax, GST or other taxes imposed by the Government.

Routine Maintenance after completion of construction work as per terms and condition of bid document of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads including hauling/carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

For 1st ( One) Year in Km 0/0 to 6/405

For 2nd ( Two) Year in Km 0/0 to 6/405

For 3rd ( Third) Year in Km 0/0 to 6/405

For 4th ( Four) Year in Km 0/0 to 6/405

For 5th ( Five) Year in Km 0/0 to 6/405

Shanti Flats Foundation PVT LTD

Ranjeet Singh

Shivalik Infraventures (P) Ltd.