Construction of Patrolling Footpath along boundary wall, Central Stores, Wadi, Central Region, Nagpur

Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 150 m. all complete with cost of labour, tools & plants etc., as per specifications and directions of Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 150 m and lift upto 1.5 m all complete with cost of labour, tools & plants etc., as per specifications and directions of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering including mixing laying consolidating curing all complete with cost of materials labour, tools & plants & as per specification & direction E-I-C. All work up to plinth level as per specification & direction of E-I-C.

Steel reinforcement for Thermo-Mechanically Treated bars of grade Fe-500D or more.R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level all complete with cost of labour, tools & plants etc., as per specifications and directions of Engineer-in-charge.

Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level all complete with cost of labour, tools & plants etc., as per specifications and directions of Engineer-in-charge.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design&shape,laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete with cost of labour, tools & plants etc., as per specifications and directions of Engineer-in-charge.

Providing and fixing at or near ground level PRE CAST/Factory made M 25 CEMENT CONCRETE 1:2:4(using 20mm max size graded stone aggregate) KERB STONES of size 450mmX300mmX150mm curved at inner edge of 25mm radius over 100mm thick PCC 1:2:4 bed (using 20mm max size graded stone aggregate) including necessary formwork, compaction, finishing all the exposed surfaces and joint in neat cement punny, curing, fixing with CM 1:3, jointing and pointing in cement mortar 1:3 including making drainage opening wherever required, curing etc.and making good the same after the work is satisfactorily over, all complete with cost of materials, labour, tools & plants as per specifications and as directed by the Engineer in charge. (length of finished kerb edging shall be measured for payment). Note : Cost of PCC 1:2:4 will be measured and paid under relevant item. Note: Required number of compressive strength tests shall be conducted for the materials arrived at site at the cost of contractor

Painting Kerb stones with two coats of Synthetic Enamel Paint of asian paints or equivalent approved make and shade over a coat of approved primer of two alterate colours including preparing the surfaces, cleaning etc. complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-charge

Random rubble masonry in C:M 1:6 with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 Coarse: 12 graded stone aggregate 20 mm nominal size) upto plinth level.)all complete with cost of labour, tools & plants etc., as per specifications and directions of Engineer-in-charge.

General Notes: 1. Contractor shall inspect the site to acquaint with the site conditions as well as security conditions at AMD Complex, Civil Lines, Nagpur 2. All the dismantled/ demolished materials shall be dumped at one place as decided by the department within the lead of 150.0mtr. 3. All the samples of materials which are to incorporated in the work shall be got approved by the Engineer -In- charge well in advance. All mandatory tests (As per Appendex-B) for materials shall be carried out/done by the contractor at his cost only. Department will not pay/ reimburse any laboratory testing charges. 4. It is the responsibility of the contractor to handover the dismantled items to Dept. At site. Contractor shall be held responsible for any shortage/ missing of dismantled items untill handing over the same to dept.stroes. 5. The contractor is required to pay his employees / labour as per the prevailing minimum wages approved by State/ Central Govt. The Officer In –Charge or his representative will witness the payment of contractor’s labour and is required to certify that the contractor does not pay less than the minimum wages approved. Payment to the contractor will be released only on such certification from Officer In –Charge. The contractor shall maintain 1. Register of Workmen employed 2. Muster roll 3. Register of wages etc.

6. Contractor shall quote rates for all items after considering cost of materials and labour components and all such conditions leads, lifts, safety precautions, security restrictions that are necessary for satisfactory completion of work as per instructions and site conditions. Security regulations shall be followed. 7. The rates quoted shall include cost of all tools and tackles, manpower including wages, liveries, all wastages and GST,water charges,Labour cess seignorage charges etc. as applicable but exclusive of EPF and ESI. EPF and ESI are reimbursable as per relevant clause on production of proof of payment as per CPWD norms. 8.The contractor has to follow all safety rules of the department and all safety equipments, PPE shall be provided to all workers engaged by him. 9. The contractor shall use only river sand confirming to IS 383 for all cement works involved in the scope of work. 10. Recommended/Preferred Manufacturer for factory made building materials are given in Appendix-A

M N DHANOLE ENTERPRISES

M/s. Rafi Brothers

P R BULAKE

Mangla And Mangla Construction

PRIME CONSTRUCTIONS

K. K. Constructions