Balance work for construction of Thela to Jeshtaparli road (Chhani Age to Sees) km.0/0 to 7/750 Stage-I under PMGSY (World Bank RRP-II) Batch-I, 2018-19. Package No. HP-06-142

Amount

Excavation in hilly areas in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock( where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required lines grades, side slopes and levels as shown on the drawings and as directed by Engineer-in-charge at site according to technical specifications clause 1603.1,&1603.2, sorting out useful/un useful materials and stacking the same in all leads and lifts and transportation of the useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excvated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its leveling, fine dressing and including all labour, machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by all means and labour (if any required) Recovery for useful stone of 6606.90Cum @ 300/-per cum amounting to Rs. 1982070.00/- only shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respects The work includes all leads,lifts of materials as per drection of Engineer-in-Charge.

Excavation in earth work for road structures in all heights and depths in all kinds of soil including saturated soil comprising of soil ordinary and hard rock work with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil. If water is met due to stream flow seepage, rain and other causes it shall be removed by suitable diversion. pumping and bailing out and the excavation shall be kept dry wherever so required by the contractor at his own cost, including dressing of slopes and beds, setting out conforming to required lines, grades, side slopes as shown in the drawing and as per direction of Engineer-in-charge and transportation of soil to road-way after back filling and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking, leveling and dressing in all leads and lifts through all modes of transportation including head load animal load or mechanical means or other incidentals to complete the work as per technical specification clause 305. All useful materials, such as stones shingles, aggregates and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts through all modes of transportation. Any loss to the public and private property during the course of execution or disposal of serviceable and un-serviceable materials which shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects. The work also includes construction of shoring and bracing, removal of stumps and other deleterious materials and back filling in trenches with excavated suitable material including all leads,lifts of materials as per drection of Engineer-in-Charge.

Providing and laying cement concrete for plain concrete in open foundation 1:6:12 (One cement : Six sand :twelve graded stone aggregate 40 mm (forty miilimetre nominal size) mechanically mixed and vibrated in open foundations and plinths or similar works complele as per drawings and technical specification clause 802,803,1202 and 1203 and curing complete including the cost of form work and hauling/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Providing and laying cement concrete for plain concrete in open foundations complete including form work as per drawing and technical specification clause 802,803,1202 & 1203. P.C.C (Plain cement concrete) grade M-10 (M-Ten) using graded crushed stone aggregate 40mm (Forty milimetre nominal size) and curing complete including hauling/carriage of all labour equipments and materials to various location through all modes of transportation in all leads and to the entire satisfaction of Engineer-in-charge.

Providing and laying reinforced cement concrete M-25 (M-Twenty five) mechanically mixed and vibrated in super structure or similar works complete as per drawings and technical specification clause 1401 and curing complete including the cost of form work and hauling/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfication as per direction of Engineer-in-Charges.

Providing and laying plain cement concrete Grade M-20 (M-Twenty) machanically mixed and vibrated including form work complete in foundation or similar works complete as per drawings and technical specification clause 1401 and curing complete including the cost of form work and hauling/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfication as per direction of Engineer-in-Charges.

Providing and laying cement concrete for plain in open foundation PCC grade 1:4:8 (One cement : four sand :eight graded crushed stone aggregate 40mm (forty miilimetre nominal size) mechanically mixed and vibrated in open foundations and plinths or similar works complele as per drawings and technical specification clause 802,803,1202 and 1203and curing complete including the cost of form work and hauling/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Random rubble masonry in cement mortar 1:6 ( one cement six sand ) in sub structure as per drawing and technical specifgication clause 702,704,1202 and 1206 including hauling/carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Coursed rubble masonry in cement mortar 1:5 ( one cement : five sand ) (2nd sort) in sub structure as per drawing and technical specifgication clause 702,704,1202 and 1206 including hauling/carriage of all labour equipments and materials to various location through all modes of transportation in all leads and to the entire satisfaction of Engineer-in-charge.

Back filling with granular materials behind abutment wing walls and return walls complete as per drawing and technical specification clause 1206.3 granular material including hauling/carriage of all labour equipments and materials to various locations including hauling/carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lift to the entire satisfaction of Engineer-in-charge.

Providing and laying of boulder apron laid in wire crates with 4mm (four milimetre) dia G.I. wire confirming to IS 280 amd IS 4826 in 100mmx100mm (one hundred milimetre x one hundred milimetre) mesh woven diaganally inculding ten percent extra for laps and joints laid with stone boulder weighting not less than 25 kg (twenty five kilogramme) each as per drawing and technical specification clause 1301. with in all leads and lifts of materials to the entire satisfaction as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement: two sand) but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1101. 900mm (nine hundred milimetre) dia including hauling/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Providing and laying dry rubble flooring complete as per drawing and technical specification clause 1303.3 including hauling / carriage of all labour euipments and material to various location through all modes of transportation in all leads and lifts as per direction of Engineer-in-charge.

Construction of dry rubble masonry for breast wall and retaining wall, revetment wall and parapets etc for sub structure and super-structure complete as specification clause 704.6 and 1302.5 and scaffolding etc. complete in all respect including carriage of all labour equipments and materials to various location through all modes of transportation of all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Supplying, fitting and placing in position HYSD bar reinforcement, including cost of binding wire in super structure complete as per drawing and technical specification clause 1001 and 1401 including hauling/carriage of al labour equipments and materials to various location through all modes of transportations in ll leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Construction of reinforced cement concrete railing of M-25 grade (M- twenty five) cast in situ with 20 mm (twenty milimetre) nominal size stone aggregate true to line and grade, tolerance of vertical railing post not exceed in 1 in 500 (one in five hundred ) centre to centre spacing between vertical post not to exceed 2000 mm (two thousand milimetre) as per drawing and technical specification clause 1404.3 and section 900 including hauling / carriage of all labour euipment and material to various location through all modes of transportation in all leads and lifts as per direction of Engineer-in-charge.

Drainage spout complete as per drawing and technical specification clause 1404.5 including hauling / carriage of all labour euipment and material to various location through all modes of transportation in all leads and lifts as per direction of Engineer-in-charge.

Construction of parapets with plain cement concrete 1:4:8 (one cement : four sand :eight graded stone aggregate 40 mm (forty milimetre nominal size) and curing complete including the cost of excavation. Form work with steel plates and as per drawing and technical specification section 800 and clause 1208.4 (MORD specification 2004)including haulling/carriage of all labour and equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Construction of unlined surface drain average X-section area 0.40 sqm (zero point forty squrementre) in all kind of soil by all means including hauling/carriage of all labour equipment and materials to various location through all modes of transportation in all leads as per technical specification clause 307 and to the entire satisfaction of Engineer-in-charge.

Providing and fixing in position fifth kilometre stone precast in reinforced cemnt concrete M-15 (M-fifteen) mechnically mixed and vibrated of standard design as per indian Road Congress-8 (eight) fixing in position including painting and printing etc. as per drawing and technical specification of Ministry of Rural Development for rural roads August 2014 clause 1703 including hauling /carriage of all labour equipments and materials to various location through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-In-Charge.

Providing and fixing Reinforced cement concrete M -15 (M-fifteen) grade kilometre stone of standard design as per IRC : 8 (eight) Fixing in position including painting and printing etcetera as per drawing and MORD technical specification rural roads clause. 1703 including mechanically mixed and vibrated (ordinary, kilometre stone precast) including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete as per direction of Engineer-in-Charges.

Providing and fixing Reinforced cement concrete M -15 (M- fifteen) grade zoom stone of standard design as per IRC : 26 (Twenty six) Fixing in position including painting and printing etcetera as per drawing and MORD technical specification rural roads clause. 1703 including mechanically mixed and vibrated including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete as per direction of Engineer-in-Charges.

Providing and fixing of citizen information board as per specification and drawing 3 M. S three M.S plate 1.6 mm (one point six milimetre) thick duly welded with M.S angle iron frame of 25mm x 25mm x 5 mm (twenty five into twenty five into five milimetre) on edges, supported with 2 no vertical post and 2nos horizontal post mase of 75mm x 75mm (seventy five milimetre into seventy five milimetre)of 12 SWG ( twelve standard wire gauge) sheet tubes duly embedded in and including cement concrete M-15 (M-fifteen) grade blocks of 600mm x600mm x 750 mm (six hundred into six hundred into seven hundred fifty milimetre) 600mm (six hundred milimetre) below ground level. All M.S. will be stove enameled on both sides lettering and printing, arrows, borders etcetera will be painted ready mixed synthic enamel paint of superior quality in required shade and colour. All section of framed post and steel tube will be painted with preimer and two coats of epoxy paint as per drawing and MORD technical specification clause 1701. including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Providing and fixing of typical PMGSY 2.00 km (two kilometre) board with logo board with mild steel plates of 1.6 (one point six millimetre) duly welded with mild steel flat iron 25mm x 5mmm (twenty five into five milimetre) size on back on edges plate will be welded with one number 75mm x75mm (seventy five into seventy five milimetre) of 12 SWG ( Twelve standard wire Gauge) sheet tubes posts duly embedded in cement concrete M-15 (M fifteen)grade blocks of 600mm x600mm x 600mm ( six hundred into six hundred into six hundred milimetre) 600mm ( six hundred milimetre) below ground level. All mild steel will be stove enameled on sides, both side painting, borders, back ground and road marking with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tubes will be painted with primer and two coats of epoxy paint per drawing and technical specification of Ministry of Rural Development for rural roads Augest 2014 clause 1701 Annexure 1700.1 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

BHAGASIDH CONSTRUCTION AND ENGINEERING PVT LTD

Varnag Banasari Infra Con.Pvt. Ltd.