Dibrugarh subproject (Dibrugarh district) underwater riverbank protection works (Section 1) and above water riverbank protection works (Section 2) Lot 3

Amount

A Civil Works SECTION 1: Underwater works and temporary slope protection works

Carriage of Geo Bags type-C of size 1.5x 1.0 m including loading & unloading, stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed. (carriage from Dibrugarh W.R. Godown to Stackyard, for an average distance of 15 km)

Filling and laying of Geo bags type-C of size 1.5m X 1.0m including excavation of sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/silt having minimum weighing 330 Kg and minimum volume 0.221 cum after filling , double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly as directed. (sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) With Engine Boat

Items for Temporary Protection Measures of bank as directed by the Engineer

Carriage of Geo Bags of size 1.03 × 0.70 m / 1.0 x 0.7m including loading & unloading, stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed. (carriage from Dibrugarh W.R. Godown to Stackyard, for an average distance of 15 km)

Filling and laying of Geo bags of size 1.03m × 0.70m excluding excavation of sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo-bags with sand/silt having minimum weighing 126.00 Kg and minimum volume 0.084 Cum after filling, double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly as directed. Without Boat

Collection and supply of river silt by truck carriage free from debris and other foreign material, etc. complete as directed. By mechanical means (for an average distance of 3 km and for all lifts)

SECTION 2: Above water works with permanent riverbank revetment works

Clearing light jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work upto a distance of 30 m, etc. complete as directed. (When 30% of the area is covered by shrubs, trees etc.)

Felling trees including uprooting roots and stumps upto 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. Trees above 0.50m and upto 1m girth:

Earthwork in bank trimming to the designed section /slope by mechanical means including removing the trimmed soils to a minimum distance of 30 m, complete as directed.

Carriage of Geo Bags of size 1.03 × 0.70 m / 1.0 x 0.7m including loading & unloading, stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed. (carriage from Dibrugarh W.R. Godown to Stackyard, for an average distance of 15 km)

Filling and laying of Geo bags of size 1.03m × 0.70m excluding excavation of sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand/silt having minimum weighing 126.00 Kg and minimum volume 0.084 Cum after filling , double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150 m and laying properly as directed. Without Boat

Construction and supply of Wire -netting box of size 1.50 m × 1.50 m × 0.45 m made with mechanically woven, double twisted, hexagonal shaped wire mesh with wire made of low carbon, high ductile MS wire with heavy class of galvanization with an additional layer of PVC coating with mesh type of 10 × 12 as per EN 10223 & ASTM A975, mesh wire of 2.70 mm (I.D) /3.70 mm (OD) tensile strength of 450-500/mm2, edge wire selvedge around it at least 2.5 times, lacing wire (Zinc PVC coated) of 2.20 mm (I.D)/3.20mm (OD), VC coating thickness of 0.50mm nominal, 0.38 mm minimum, Mesh opening size 150mm × 150mm and with average weight per unit being 12 Kg with additional 3% of the weight of box for lacing wire supplied separately, supporting the facing of the box with zinc coated steel wire of required length as directed, complying with ASTM and European norms.

Filling and laying in cage with sand/silt filled Geo bags of size 1.03m × 0.70m excluding excavation of specified sand/silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with sand having minimum weighing 126.00 Kg and minimum volume 0.084 Cum after filling, double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly. in cages made of wire netting sheets of size 2.57 × 1.66m of 8G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires complete as directed. Without Boat

Collection and supply of River silt by truck carriage free from debris and other foreign material, etc. complete as directed. By mechanical Means (for an average distance of 3 km and for all lifts)

Carriage of 300 gsm Geo sheet of including loading & unloading, stacking cost of P.O.L. etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. (carriage from Dibrugarh W.R. Godown to Stackyard, for an average distance of 15 km)

Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer

Earthwork in excavation of drainage channel to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed. For lead up to 50 m and all lifts Normal Soil

Shifting of trimmed earth by mechanical means within 3 km from the work site as directed by the department and deposit the same including loading and unloading.

RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at least 0.75 m below ground and height above plinth of 2.5m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos./Rm &Jati Bamboo at the rate of 61.00nos./Rm)

B. Environmental Mitigation and Monitoring Measures

Provision for compensatory plantation (1:10) measures, monitoring and maintenance during construction period.

Obtaining and submission of copies to Engineer all consents, permits, clearances, no objection clearances or NOCs, tree cutting permissions, and other relevant permits from various authorities before the start of construction.

Disposal of existing old geo-bags and other materials used as temporary anti-erosion and flood protection measures, and disposal of all solid wastes during construction to designated locations and/or use of local municipal services (payable at completion of works)

Provision of all requisite facilities (i.e. drinking water supply, sanitation, domestic solid waste collection & disposal, fuel supply etc.) at construction camps.

Rehabilitation of borrow areas and other impacted lands in line with WRD guidelines, and decommissioning of construction camp before handling over the subproject (payable at completion of works).

Traffic management at work sites (i.e. pavement markings, channelizing devices, arrow panels and warning lights) along with construction and/or strengthening of landing ghats for barges.

Water sprinkling for dust suppression, barricading, temporary noise barriers, and provision of personal protective equipment (such as boots, life-saving-jackets, etc.)

Air quality monitoring for PM2.5, PM10, SO2, NOX, CO, Pb

Noise levels monitoring for Noise levels in dB (A) for day, night, L10, L90, Lmax, Lmin

Surface water quality monitoring for pH, BOD, COD, TDS, TSS, DO, Oil and grease and other physio-chemical and biological parameters

Drinking water monitoring for pH, BOD, TDS, DO, Fl, Cl, As, Cd, MG, Mn, total coliform and other physio-chemical and biological parameters

Groundwater monitoring for pH, BOD, TDS, DO, Fl, Cl, As, Cd, MG, Mn, total coliform and other physio-chemical and biological parameters

Soil quality monitoring for NPK & heavy metals, grease and other baseline parameters

C. Provisional Sum

Provisional sum amount for various activities, Implementation of biodiversity action plan and other biodiversity conservation and mitigation measures and others

SHREE GAUTAM CONSTRUCTION CO. LTD.

JAIPRAKASH CONTRACTORS PRIVATE LIMITED