Ambulance road from Nehru Ground to upward in W no 4 Rajgarh Distt Sirmaur

Removal of slips in all kinds of soil ( including saturated soil but excluding boulders & rocky portion requiring blasting upto a distance of 20 metres disposing of un-serviceable materials, stacking serviceable materials & neatly dressed the surface, including all leads, lifts & carriage of materials & to the entire satisfaction of the Engineer-in-Charge. ( Analysis of rate as per item code No. 07150000 of HPSR 2009 ) .

Stone soling properly hand packed filling interstices with Kharanja stone including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD., specificaton, 100 mm ( one hundred milimetre ) spread thickness ( finished work including materials and labour ),including all leads, lifts and carriage of materials & to the entire satisfaction of the Engineer-in-Charge. ( Analysis of rate as based on as per Serial No. 8.15 Page 97 of HPSR 2009 ) .

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 4 : 8 ( One cement : four sand : eight graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 3 : 6 ( One cement : three sand : six graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) for plain/ reinforced concrete work P.C.C. Grade M-10 ( Mixed design ten ) in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying reinforced cement concrete pipe NP3 900mm ( Nine hundred milimetre ) dia for culverts on first class bedding of granular materials in single row including fixing collars with cement mortar 1 : 2 ( One cement : two sand ) but excluding excvation, protection wall, back filling, concrete & masonry work in head walls & parapets as per drawing & technical specification clause 1108 including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 2 : 4 ( One cement : two sand : four graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/reinforced concrete work P.C.C. Grade M-20 ( Mixed design twenty ) in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete, including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 2 : 4 ( One cement : two sand : four graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/reinforced concrete work R.C.C. Grade M-20 ( Mixed design twenty ) in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete, including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Supplying, fitting and placing HYSD bar reinfocement in foundation & plinth complete as per drawings & technical specifications clauses 1000 & 1202 , including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinic + PVC coated, Mesh wire diameter 2.7 / 3.7mm, mechanically edged / selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in- charge.

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