Selection of agencies for the implementation of Animal birth control (ABC) progamme in Aurangabad district of Bihar including construction, equipment and operation & maintenance of District ABC centres (Capacity of 50 Cells).

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

PART - B Construction of ABC center

S.No. SOR DESCRIPTION UNIT QUANTITY RATE AMOUNT

1 as per Gem Portal Air Conditioner of capacity 1.3 to 1.7 TON 3.00 each 64990.00 ₹ 194,970.00

Total Amount 194,970.00

Financial Sheet

Name of work Construction of ABC center

Address of Bidder

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

1 Construction of ABC center

Quoted rate in L/S (In Figure)

Quoted rate in L/S (In Words)

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

2 Total L/S Cost of Non Schedule Items (AC)

Quoted rate (In Words)

Total Quoted Amount (Part A + Part B) 0

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