Pavement, Plantation and Beautification from JP Jharna to Nazareth Academy 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 Development of Pavement ,Plantation ,Vending Zone and Parking Area from JP Jharna via Mirza Galib to Nazareth Academy,Gayaji

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

Electrical Work

1 NS Providing, supplying, installing, testing and commissioning of decorative LED bollard light of overall height 12 feet, minimum 40 watt having cylindrical diffused LED luminaire of diameter not less than 130 mm, mounted over powder-coated aluminium pole of diameter not less than 110 mm, complete with die-cast aluminium housing, LED driver, internal wiring, IP-65 protection, minium system lumen output 3000-4500 lumens ,suitable base plate of minimum 10 mm thickness, foundation bolts, necessary accessories, making connection with supply, including earthing, RCC foundation of minimum size (450mm x 450mm x 600mm) complete in all respect as required as approved by Engineer-in-Charge. 115.00 Each

2 NS Providing, Designing, Fabricating, Supplying, Installing, Testing and Commissioning of outdoor type Feeder Pillar Panel suitable for plaza/street lighting application, fabricated out of 14 SWG CRCA sheet steel, floor mounted type, duly powder coated after 7-tank anti-corrosion treatment process, weather proof, conforming to IP54 protection class.The panel shall be complete with the following components: • 63 Amp, 4 Pole MCCB as incomer with adjustable thermal-magnetic protection • 32 Amp, SP/TP MCB as outgoing feeder • Suitable rating AC contactor for lighting control • Astronomical timer for automatic ON/OFF operation • LED indicating lamps (R, Y, B phase indication) • Tinned copper busbar of suitable rating with colour coded heat shrink sleeves ,Neutral link & earth busbar • Proper earthing arrangement with double earthing of panel body, Cable glands, lugs, ferruling and internal wiring • Lockable hinged door with rubber gasket. The panel shall be suitable for 415V/230V, 50 Hz supply and complete in all respect including interconnections, testing, commissioning and handing over as directed by Engineer-in-Charge. The panel shall be mounted on PCC foundation of suitable size including excavation, PCC (1:3:6), grouting with foundation bolts and complete installation. 3.00 Each

3 NS 1st year Annual Maintenance cost of LED Bollard Light ,LED strip light and feeder pillar panel 1.00 Year

4 NS 2nd year Annual Maintenance cost of LED Bollard Light ,LED strip light and feeder pillar panel 1.00 Year

5 NS 3rd year Annual Maintenance cost of LED Bollard Light ,LED strip light and feeder pillar panel 1.00 Year

6 NS 4th year Annual Maintenance cost of LED Bollard Light ,LED strip light and feeder pillar panel 1.00 Year

7 NS 5th year Annual Maintenance cost of LED Bollard Light ,LED strip light and feeder pillar panel 1.00 Year

8 NS Signage Board (vending zone,parking area ,dustbin etc size 2'0'' x3'0'') as per direction of officer-in-charge. 10.00 No

9 NS Providing, Supplying, Installing, Testing & Commissioning of outdoor warm yellow LED strip lighting of 18 W per metre, IP65/67 protection, complete with aluminium profile, diffuser, driver, concealed wiring, connection to feeder pillar, including all fixing accessories and making good the surface complete as per direction of Engineer-in-Charge. 580.48 m

Note:- Total cost of Annual Maintenance Charge of LED Bollard Light ,LED strip light and feeder pillar panel should not be more than 3% of Total cost of LED Bollard Light ,LED strip light and feeder pillar panel.

GMC Gayaji GMC Gayaji GMC Gayaji

Financial Sheet

Name of work Pavement ,Plantation and Beautification from JP Jharna to Nazareth Academy,Gayaji

Address of Bidder

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

1 Pavement ,Plantation and Beautification from JP Jharna to Nazareth Academy,Gayaji 12,209,523.00

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