Balance work of Barnagi to Chipni road Km.0/0 to 8/0 under PMGSY (World Bank RRP-II) for the year 2018-19 Batch-I, Stage-I

Amount

Cutting in earth work in hilly area 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 chiselling/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 clauss 1603.1 &1603.2, sorting 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 excavated 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 levelling 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 5396.27 Cum @ 300/-per cum amounting to Rs. 1618881/- only shall be done on prorate 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 respect.

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 chiselling/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 confirming to required lines, grades, side slopes as shown in the drawing and direction of Engineer-in-charge and transportation soil to road way and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking levelling 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, aggregate 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 of disposal of serviceable and un-serviceable materials which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect. Construction of shoring and bracing removal of stumps and other deleterious materials and back filling in trenches with excavated suitable material.

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 complete as per drawings and technical specification clauses 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 clauses 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) 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.

Random rubble masonry in cement mortar 1:6 ( one cement six sand ) in sub structure as per drawing and technical specification clauses 702,704,1202 and 1206 & 1604 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 specification clauses 702,704,1202,1206 & 1604 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 clauses 1206.3 & 1604.7 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 diagonally including 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 masonry work in head walls and parapets as per 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 equipments 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 clauses 704.6 and 1604 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.

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 clauses 800 and 1202 &1203 including hauling/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 and to the entire satisfaction of Engineer-in-charge.

Providing and fixing in position fifth kilometre stone precast in reinforced cement concrete M-15 (M-fifteen) ) mechanically mixed and vibrated of standard design as per IRC:8/IRC:26 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 2004 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 IRC:26 (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 kilometre stone of standard design as per IRC :8 IRC:26 (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 200 metre (Two hundred metre ) stone 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 typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS plates of 1.6 mm (one point six milimetre) thick top and middle plate duly welded with MS flat iron 25mmx 5mm (twenty five milimetre into five millimetres) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm (twenty five milimete into twenty five millimetre in to five millimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. (two Nos.) 75mm x75mm (seventy five milimetre in to seventy five millimetre) of 12 SWG (twelve standard wire gauge) sheet tubes posts duly embedded in cement concrete M-25 (M- twenty five) grade blocks of 450m x450mm 600mm (four hundred fifty millimetre into four hundred fifty milimetre into six hundred milimetre) 600mm (six hundred milimetre) below ground level. The top most diamond plate will be welded to middle plate by 47mmx 47mm (forty seven milimetre into forty seven millimetre) of 12 SWG ( twelve standard wire gauge) steel plate tube. All M.S. will be stove enameled on both sides lettering and printing, arrows, borders etcetera will be painted with ready mixed synthetic enamel paint of super quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer 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 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 enamelled 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 primer 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 January 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.

Durga Parasd Construction.

Avinash Kumar

CHMAN LAL

Varnag Banasari Infra Con.Pvt. Ltd.