Bodoland Territorial Council Tender

3.15(i) Repairs of damages caused by rain/spillage of water :: Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

3.16(a) Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.50 m spreading grading to required slope compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per technical specification Clouse 301.5 (i) From Private Land.

3.18(a) Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lead and lifts, transporting to site, spreading, grading to required slopes and compacting to meet required Table 300-2 with lead up to 1000mas per Technical Specification Clouse 303.1. (i) From Private Land.

3.12 Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.

3.19(I)(A) Surface Drains in Soil :: Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

SUB BASE AND BASE COURSE 4.1(B)(ii) Construction of granular sub-base by providing graded material, spreading in uniform layers with motor graders on prepared surface mixing by mix plant in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per Clouse-401. (ii) For Grading -II material.

4.9(A)(iii)(B) Providing laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 8-10 tones proper grade in stages to proper grade and camber applying and brooming, stone screening binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., By manual means. (2) WBM Grading- 2

4.9(A)(iii)(B) Providing laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 8-10 tones proper grade in stages to proper grade and camber applying and brooming, stone screening binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density., By manual means. (3) WBM Grading- 3

CONCRETE PAVEMENT 6.7(A)(i)(a) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints

6.7(A)(i)(a) Extra for Providing and laying Coloured interlocking concrete block pavement as per technical specification clause 1504 complete including carriage

TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Retro reflectorised Traffic sign: 10.2 Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 90cm equilateral traingle

(iii) 60cm circular

(iv) 80cmm x 60 cm rectangular

10.3 Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/SaiI/or any other approved brand)

16.60 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.

C.D. Work 9.1(i) Earth work in excavation for foundation of structure upto 3.00 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side slopes and bottom and backfilling with approved material

11.4(i) Providing cement concrete for plain/ RCC in open foundation complete as per drawing and Technical Specifications Clause 802, 803,1202 &1203 crushed stone . PCC grade M10 Nominal Mix 1:3:6

9.2(A)(i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement concrete as per clause 1105(i)

9.5(B) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row :: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B) 1000 mm dia

11.5(ii) Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109 (ii) in prop.1:4

12.3 Plastering with cement mortar 1:4, 15 mm thick on brick work in sub-structure as per Technical specification Clause 613.3

Solar Photovoltic Plant (Analysed Rate) Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- (a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, JS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. (b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. (c) Data Monitoring System complete with accessories. (d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. (e) Lightning and surge voltage protection. (f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. A(1) 330Wp Solar PV Panels Structure, Earthing, Wiring, and other accessories @40% of A1

Pole Height 6m (Market Rate)