Construction of Storm Water Drainage Network at Iqbal Colony, HMT in Srinagar (AMRUT)

Amount

Earth work in excavation by mechanical/manual means hydraulic excavator in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, Including construction of Ring bund, diversion bund, Dewatering and Barricating if required. 0 to 1.5 M and 1.5 to 3.0 M Manually (30%)

Mechanically (70%)

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material in all kind of Soil.

Extra rates for quantities of works executed : In or under water and/ or liquid mud, including pumping out water as required

Removal of unservicible soil and disposal upto 1.0 Km lead. (Complete)

Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Dept not exceeding 1.5 M

Dept exceeding 1.5 M but not 3 M

Dept exceeding 3 M but not 4.5 M

Dry stone soling hand pack, including cost of stones and preparation of surface

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Supplying and filling in plinth with fine sand under floors including, watering,ramming, consolidating and dressing complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :Thermo-Mechanically Treated bars of grade Fe-500-D or more

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Walls, (any thickness) including attached pilasters, buttresses, plinth and string cources etc

Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS :1786 having minimum cross section as 23 mmx25 mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing. including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Providing and fixing in position precast R.C.C. manhole cover and frame of Circular shape 560mm internal diameter and approved quality,Extra Heavy Duty (EHD-35). Including all carriages upto site of work

12 mm thick Cement plaster 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 300 mm dia. R.C.C. pipe

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 450 mm dia. R.C.C. Pipe

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 600 mm dia. R.C.C. pipe

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 700 mm dia. R.C.C. pipe

Cutting Existing Water Bound Macadam (WBM) Road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri etc including labour required.

Carriage of material by Mechanical transport from source to site of work Stone soling from Athwajan -lead 16kms

Sand at lead 24kms from gandebal

40 mm aggregate lead of 16kms

20 mm aggregate lead of 16kms

Cement from Lead of 5 km

300 mm dia NP-3,RCC pipes Lead 15 Km

450 mm dia NP-3,RCC pipes Lead 15 Km

600 mm dia NP-3,RCC pipes Lead 15 Km

700 mm dia NP-3,RCC pipes Lead 15 Km

Ms Ghulam Nabi Magray

O2Z TRADING AND INDRUSTRIES PVT LTD

M.N.Enterprises

M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS

M/S DAR and SONS

WANI INFRATECH PRIVATE LIMITED

Hassan Road Construction Co Pvt Ltd