Construction of drain and PCC road from Ashok Goswami's house to Mahavir Rajak's house in ward number 06 under Nagar Parishad Arwal area.

TECHNICAL CHECKLIST SUBMISSION SHEET

E-Tender No. 02/25-26/NP ARWAL

Construction of drain and PCC road from Ashok Goswami's house to Mahavir Rajak's house in ward number 06 under Nagar Parishad Arwal area.

SL NO PARTICULAR To be submitted by the Bidder

1 Name of Contractor

2 Address of Contractor

3 Registration No.

6 Existing commitment (As per mentioned/specified in the NIT)

7 Character certificate (As per mentioned/specified in the NIT)

9 Earnest Money Deposit

10 Tools and Plants (As per mentioned/specified in the NIT)

(a) Mixer machine

(b) Nozal vibrator

(c) Shuttering plate

11 Affidavit as per NIT

(a) Criminal case in court

(b) Debar/black listed /resceinal

( c) Relationship with staff/engineer/officer

(d) Truthiness of document

12 Affidavit by tenderer about Tools & Plants (As per mentioned/specified in the NIT)

13 Affidavit by Owner of tools & plants (As per mentioned/specified in the NIT)

14 a self-attested list of tools & plants (As per mentioned/specified in the NIT)

15 Self-attested of all documents uploaded by the bidder will be mandatory (As per mentioned in the NIT)

TECHNICAL CHECKLIST SUBMISSION SHEET

E-Tender No. 02/25-26/NP ARWAL

Construction of drain and PCC road from Ashok Goswami's house to Mahavir Rajak's house in ward number 06 under Nagar Parishad Arwal area.

SL NO PARTICULAR To be submitted by the Bidder

1 Name of Contractor

2 Address of Contractor

3 Registration No.

6 Existing commitment (As per mentioned/specified in the NIT)

7 Character certificate (As per mentioned/specified in the NIT)

9 Earnest Money Deposit

10 Tools and Plants (As per mentioned/specified in the NIT)

(a) Mixer machine

(b) Nozal vibrator

(c) Shuttering plate

11 Affidavit as per NIT

(a) Criminal case in court

(b) Debar/black listed /resceinal

( c) Relationship with staff/engineer/officer

(d) Truthiness of document

12 Affidavit by tenderer about Tools & Plants (As per mentioned/specified in the NIT)

13 Affidavit by Owner of tools & plants (As per mentioned/specified in the NIT)

14 a self-attested list of tools & plants (As per mentioned/specified in the NIT)

15 Self-attested of all documents uploaded by the bidder will be mandatory (As per mentioned in the NIT)

Government of Bihar

Nagar Parishad, Arwal

Bill of Quantity

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Construction of drain and PCC road from Ashok Goswami's house to Mahavir Rajak's house in ward number 06 under Nagar Parishad Arwal area.

Estimated cost :- Rs. 4694600

EMD :- Rs. 93892

Cost of BOQ :- Rs. 5000

Bid Processing Charge :- As per Eproc

Sl No. SOR No. Description Quantity Unit Rate Amount

1 BCD 2.8.1 Earth work in excavation in foundation tranches in ordinary soil and disposal of excavated earth as obtain to distance up to 50 mtr including all lift levelling ramming the foundation trenches removing roots of tree short all complete as per direction of E/l 47.08 M3 360.7 16981.76

2 BCD 2.28 Providing Local sand filling in foundation trenches in plinths including ramming and watering in layer’s not exceeding 150 mm thick with all lead and lift including all cost of materials all complete as per specification and direction of E/1. 4.96 M3 287.30 1425.01

3 BCD 11.72 Providing designation 100 A one Brick flat soling joints filled with local sand including cost of watering, taxes and royalty all complete as per building specification and direction of E/I 32.52 M2 283.30 9212.92

4 BCD 5.1.2 Providing and laying Reinforced Cement Concrete normal mix (1:1.5:3) on Drain Cover with quality coarse sand and stone including the cost of shuttering for form work as well as reinforcement its cutting, binding, placing all complete job as per specification and direction of E/1. 18.40 M3 4688.3 86264.72

5 BCD 5.22 7 B Reinforcement for R.C.C work including straightening , cutting, bending, placing in position and binding. TMT steel 10mm dia. All complete 90kg/cum of RCC work 1656 kg 92.6 153345.60

6 BCD 5.9.1 Centry and shuttering 153.34 M2 211.6 32446.74

7 Carraige of Material

(c) Coarse Sand 8.00 M3 391.19 3129.52

(d) Stone Chips 15.71 M3 1984.3 31173.35

Amount 336484.72

8 Basic cost of Meterials

(b) Local Sand 4.96 M3 141.85 703.58

(c) Coarse Sand 8.00 M3 250.8 2006.40

(d) Stone Chips 15.71 M3 616.21 9680.66

Amount 17485.24

Signiorage Fee (10% of Basic cost of Material) 1748.52

Amount for rcc 338233.24

Required length of RCC Drain (A) 407 feet 338233.24 1376609.30

1 2.25(A) 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. 46.08 M3 411.7 18971.136

2 16.78.3 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 9.21 M3 1270 11696.7

3 16.8 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. 4.60 M3 2054.3 9449.78

4 16.42 Providing and layingin position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1Cement: 2coarse sand:4 graded stone aggregate 20 mm nominal size) 8.41 M3 4649.00 39112.037

5 5.9.1 Centruing & Shuttering 12.28 M2 211.60 2598.448

6 Carriage of Materials

(i) Coarse Sand 3.78 M3 391.19 1478.70

(ii) Stone Chips 7.59 M3 1984.3 15060.84

Amount 98367.64

7 Basic cost of Meterials

(c) Coarse Sand 3.78 M3 250.8 948.02

(d) Stone Chips 7.59 M3 616.21 4677.03

Signiorage Fee (10% of Basic cost of Material) 562.51

Amount for pcc 98930.14

Hence required length of pcc (B) 3100 feet 98930.14 3066834.40

Total amount of RCC drain & PCC road (A+B) 4443443.70

Amount 4681612.28

Photo & Shillapatt 2 no 6500 13000.00

Final Amount 4694612.28