Construction of Pavement , Air Pollution Display Tower in Entry Gate at Sitakund Bypass Bridge under Nagar Nigam, Gayaji.

Detailed Estimated Cost of Construction of Road and Drain at Matan Bigha Mahadalit Tola Ward No-30, Under Gaya Nagar Nigam, District-Gaya.

(A) P.C.C. Road

Sl. No. S.O.R Items of Work Qty. Unit Rate Amount ft 450

No L B D Total m 137.16

1 15.2.1 BCD Demolishing cement concrete including disposal of material within 50 metre lead:1:3:6 or richer mix 0 M³ 970.9 0.00

2 Disposal of excavated material , soil, mud etc. 0.0 M³ #REF! #REF!

Qty. vide item No. 1 0.00 M³

125 % of qty. of item1. 0 125 = 0.00 M³

3 2.8.1 BCD Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All Kinds of soil. 0.00 M³ 360.70 0.0

4 16.78.3 BCD Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 0.00 M³ 1270.00 0.0

5 16.80 BCD Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in-charge. 0.00 M³ 2054.30 0.00

6 4.1.2 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centering and shuttering-all work upto plinth level.1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 0.00 M³ 4420.80 0.0

Total 0 = 0.00 M³

7 BCD 4.3.1 Providing centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns etc. for mass concrete. 0.00 M² 211.10 0.00

8 BCD 12.78.2 Providing and fixing on wall face unplasticised-PVC (working pressure 4 kgf per sqm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

APD DPD Project Director

Buidco Gaya Buidco Gaya Buidco Gaya

Schedule of Quantity for Schedule of Quantity for Construction of Pavement , Air Pollution Display Tower in Entry Gate at Sitakund Bypass Bridge under Nagar Nigam, Gayaji.

Sl. No. S.O.R Items of Work Qty. Unit Rate Amount

Electrical Work

1 NS Providing, supplying and fixing decorative stone cladding and carved stone work for City Entrance Gate using approved quality natural Sandstone of 25 mm minimum thickness, machine cut and dressed to required size, shape and curvature including CNC water jet carving in sandstone panels as per approved architectural design, dressing of stone surfaces, edge finishing, groove cutting and polishing. The work shall include fixing of sandstone panels over RCC / masonry surface using stainless steel cramps / clamps, anchor fasteners and PU / polymer based stone adhesive, joint filling with white cement / epoxy grout, providing stone coping / cap where required, surface cleaning and application of protective stone sealer coating. The item includes cost of all materials, labour, cutting, carving, transportation, loading–unloading, scaffolding, tools and plants, wastage and complete installation and finishing in all respects as per approved drawing and direction of Engineer-in-Charge. 149.06 M²

2 NS Providing, supplying, installing, testing and commissioning of 18 Watt LED Beamer Façade Light (Warm Yellow / Warm White) suitable for outdoor architectural and façade illumination of structures, monuments, bridges, gates, landscaping elements etc. The luminaire shall be made of pressure die-cast aluminium housing with high heat dissipation fins, powder coated corrosion resistant finish and clear toughened glass / optical lens. The fitting shall be provided with high efficiency LED module with constant current electronic driver and shall operate on 220–240V AC, 50 Hz power supply.The light fitting shall have IP65 or higher protection suitable for outdoor weather conditions and shall be mounted with adjustable MS powder coated mounting bracket for directional beam focusing. 60.00 Each

3 NS Providing and installing Outdoor LED Air Quality Display Board (3 ft × 4 ft) suitable for displaying real-time air quality parameters received from AQI monitoring system.The display shall consist of high brightness RGB LED digits (10 mm pixel pitch) capable of outdoor visibility, supporting single side communication through MODBUS / RS-485 interface, character height approx 70 mm, with cabinet size approx 915 mm (L) × 1220 mm (W) with 2 mm front Lexan polycarbonate protective sheet for UV protection and impact resistance.The display enclosure shall be fabricated from aluminium extrusions, powder coated finish, suitable for industrial outdoor conditions, and shall operate on 230V AC power supply, complete with controller unit, communication interface, mounting frame and wiring as directed by the Engineer-in-Charge. 6.00 Each

4 NS Supply, installation, testing and commissioning of Radar Based Vehicle Speed Display System with 3 digit LED display (16 inch digit height) complete with Doppler radar sensor, programmable message display, weatherproof enclosure, mounting arrangement, internal wiring and all accessories complete as per specification and direction of Engineer-in-Charge. 2.00 Each

5 NS Providing, supplying, installation, testing and commissioning of Smart Ambient Air Quality Monitoring System (AAQMS) – Polludrone Smart or equivalent, capable of real-time monitoring of ambient environmental parameters including PM1, PM2.5, PM10 & PM100 particulate sensors, gas sensors for CO, CO₂, SO₂, NO, NO₂ and O₃, along with temperature, humidity and atmospheric pressure sensors, noise level sensor, and UV & visible light intensity sensors. The system shall include weatherproof IP-rated enclosure, controller unit, data acquisition system, GSM/4G communication module, cloud connectivity and real-time data transmission. The system shall be integrated with Envizom cloud dashboard software including device management, user management, analytics and reporting.The work shall include complete installation on structure, wiring, calibration, testing, commissioning, freight, packaging and one-year software subscription, complete in all respects as directed by the Engineer-in-Charge. 1.00 Each

GMC Gayaji GMC Gayaji GMC Gayaji

Financial Sheet

Name of work Schedule of Quantity for Construction of Pavement , Air Pollution Display Tower in Entry Gate at Sitakund Bypass Bridge under Nagar Nigam, Gayaji.

Address of Bidder

Part - A (SOR Items), BOQ attached with the Bid Document Amount (In Rs.)

1 Construction of Pavement , Air Pollution Display Tower in Entry Gate at Sitakund Bypass Bridge under Nagar Nigam, Gayaji. 3,032,084.00

Quoted rate in Percentage (In Figure)

Quoted rate in Percentage (In Words)

ABOVE / BELOW / ESTIMATED COST

Quoted Amount after Above/Below

Part - B (Non- Schedule Items) Quoted Amount (In Rs.)

2 Total Cost of Non Schedule Items

Quoted rate (In Words)

Total Quoted Amount (Part A + Part B)

Bill of Quantity

2 Estimated Cost Rs : #REF!

3 Cost of BOQ Rs. 5,000.00

4 Amount of Earnest Money #REF!

5 Time of Completion 03 Months

Sl No SOR No Discription Quantity Unit Rate Amount in Rs

1 2.25(a) BCD Excavating, supplying and filling of local earth (including royalty but excluding cairriage cost) by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. If local earth is available at more than 3 km lead the actual lead must be approved by compitent authority. cairraiage of material will be paid seperately and calculated after deducting initial lead. 0.00 M³ 389.60 0.00

2 2.28 BCD Providing Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. #REF! M³ 281.40 #REF!

3 16.80 BCD Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in charge. 0.00 M² 2054.30 0.00

4 BCD 16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/runways, using cement content as per design mix, using coarse sand and grade stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 5585.50 6084.60 cum Activa Gale Cement concrete prepared with batch mixing machine 0.00 M³ 5585.50 0.00

5 BCD 4.3.1 Providing Centring and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 0.00 M² 211.10 0.00

I Coarse sand #REF! m3 #REF! #REF!

II stone chips #REF! m3 #REF! #REF!

III cement+steel #REF! MT #REF! #REF!

IV Fine Sand #REF! M3 #REF! #REF!

As per memo 3947 dt-15.11.19 of mining Extra cost for seignorage fee @ 10% of material cost at quary site

I Coarse Sand 10% #REF! M³@ 175.80 #REF!

II Stone Chips 10% #REF! M³@ 595.36 #REF!

III Fine sand 10% #REF! M³@ 141.85 #REF!

8 Shilapatt & Photograph 1 NOS 4200.000 4200.00

J.E UD Div-2 Gaya AE UD Div-2 Gaya Executive Engineer UD Div-2 Gaya