Package-B- Construction of Field Hostel and community center at 765 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Package-B for Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Specification No: Ref: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) (Pkg-B)

Enter the details of the bidder below:

Specify type of Bidder Sole Bidder

Name of the Bidder TRUE

Address of Registered Office TRUE

Mobile no. +91 TRUE

Printed Name TRUE

Designation TRUE

Place TRUE False

#REF! ATTACHMENT-10

Name : #REF! #REF!

Address : #REF! #REF!

Integrity Pact is annexed herewith this Volume.

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Instruction for printing & submitting Integrity Pact

1. The requisite format of Integrity Pact is getting generated automatically and displayed here below.

2. Take print out of first page on a non-judicial stamp paper of Rs. 100/- and other seven pages on plain A4 size paper. Such two sets shall be prepared by the bidder.

3. All the pages of both the copies of the Integrity Pact shall be signed by the authorised representative of the bidder and duly stamped.

4. Both the original copies shall be submitted by the bidder in the form of Hard Copy as part of the first envelope before due date & time of submission of the bid.

5. For further details bidders may please refer ITB Clause 9.3 (n).

Between 0 #REF!

Power Grid Corporation of India Limited 0 #REF!

having its Registered Office at B-9, Qutab Institutional Area, Katwaria Sarai, New Delhi – 110016 hereinafter referred to as #REF! #REF!

"POWERGRID", #REF! #REF!

0 #REF! having its Registered Office at ,

hereinafter referred to as

"The Bidder/Contractor"

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 1 of 8

In order to achieve these goals, POWERGRID and the above named Bidder/Contractor enter into this agreement called 'Integrity Pact' which will form a part of the bid.

It is hereby agreed by and between the parties as under:

Section I - Commitments of POWERGRID

(1) POWERGRID commits itself to take all measures necessary to prevent corruption and to observe the following principles :

a) No employee of POWERGRID, personally or through family members, will in connection with the tender, or the execution of the contract, demand, take a promise for or accept, for him/herself or third person, any material or other benefit which he/she is not legally entitled to.

b) POWERGRID will, during the tender process treat all Bidder(s) with equity and fairness. POWERGRID will in particular, before and during the tender process, provide to all Bidder(s) the same information and will not provide to any Bidder(s) confidential/ additional information through which the Bidder(s) could obtain an advantage in relation to the tender process or the contract execution.

c) POWERGRID will exclude from evaluation of Bids its such employee(s) who has any personnel interest in the Companies/Agencies participating in the Bidding/Tendering process.

(2) If Chairman and Managing Director obtains information on the conduct of any employee of POWERGRID which is a criminal offence under the relevant Anti-Corruption Laws of India, or if there be a substantive suspicion in this regard, he will inform its Chief Vigilance Officer and in addition can initiate disciplinary actions under its Rules.

Section II - Commitments of the Bidder/Contractor

(1) The Bidder/Contractor commits himself to take all measures necessary to prevent corruption. He commits himself to observe the following principles

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 2 of 8

during his participation in the tender process and during the contract execution :

a) The Bidder/Contractor will not, directly or through any other person or firm, offer, promise or give to POWERGRID, or to any of POWERGRID's employees involved in the tender process or the execution of the contract or to any third person any material or other benefit which he/she is not legally entitled to, in order to obtain in exchange an advantage during the tender process or the execution of the contract.

b) The Bidder/Contractor will not enter into any illegal agreement or understanding, whether formal or informal with other Bidders/Contractors. This applies in particular to prices, specifications, certifications, subsidiary contracts, submission or non-submission of bids or actions to restrict competitiveness or to introduce cartelization in the bidding process.

c) The Bidder/Contractor will not commit any criminal offence under the relevant Anti-corruption Laws of India; further, the Bidder/Contractor will not use for illegitimate purposes or for purposes of restrictive competition or personal gain, or pass on to others, any information provided by POWERGRID as part of the business relationship, regarding plans, technical proposals and business details, including information contained or transmitted electronically.

d) The Bidder/Contractor of foreign origin shall disclose the name and address of the Agents/representatives in India, if any, involved directly or indirectly in the Bidding. Similarly, the Bidder/Contractor of Indian Nationality shall furnish the name and address of the foreign principals, if any, involved directly or indirectly in the Bidding.

e) The Bidder/Contractor will, when presenting his bid, disclose any and all payments he has made, or committed to or intends to make to agents, brokers or any other intermediaries in connection with the award of the contract and/or with the execution of the contract.

f) The Bidder/Contractor will not misrepresent facts or furnish false/forged documents/informations in order to influence the bidding process or the execution of the contract to the detriment of POWERGRID.

(2) The Bidder/Contractor will not instigate third persons to commit offences outlined above or be an accessory to such offences.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 3 of 8

Section III- Disqualification from tender process and exclusion from future contracts

(1) If the Bidder, before contract award, has committed a serious transgression through a violation of Section II or in any other form such as to put his reliability or credibility as Bidder into question, POWERGRID may disqualify the Bidder from the tender process or terminate the contract, if already signed, for such reason.

(2) If the Bidder/Contractor has committed a serious transgression through a violation of Section II such as to put his reliability or credibility into question, POWERGRID may after following due procedures also exclude the Bidder/Contractor from future contract award processes. The imposition and duration of the exclusion will be determined by the severity of the transgression. The severity will be determined by the circumstances of the case, in particular the number of transgressions, the position of the transgressors within the company hierarchy of the Bidder/Contractor and the amount of the damage. The exclusion will be imposed for a minimum of 12 months and maximum of 3 years.

(3) If the Bidder/Contractor can prove that he has restored/recouped the damage caused by him and has installed a suitable corruption prevention system, POWERGRID may revoke the exclusion prematurely.

Section IV - Liability for violation of Integrity Pact

(1) If POWERGRID has disqualified the Bidder from the tender process prior to the award under Section III, POWERGRID may forfeit the Bid Guarantee under the Bid.

(2) If POWERGRID has terminated the contract under Section III, POWERGRID may forfeit the Contract Performance Guarantee of this contract besides resorting to other remedies under the contract.

Section V- Previous Transgression

(1) The Bidder shall declare in his Bid that no previous transgressions occurred in the last 3 years with any other Public Sector Undertaking or Government Department that could justify his exclusion from the tender process.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 4 of 8

(2) If the Bidder makes incorrect statement on this subject, he can be disqualified from the tender process or the contract, if already awarded, can be terminated for such reason.

Section VI - Equal treatment to all Bidders / Contractors

(1) POWERGRID will enter into agreements with identical conditions as this one with all Bidders.

(2) POWERGRID will disqualify from the tender process any bidder who does not sign this Pact or violate its provisions.

Section VII - Punitive Action against violating Bidders / Contractors

If POWERGRID obtains knowledge of conduct of a Bidder or a Contractor or his subcontractor or of an employee or a representative or an associate of a Bidder or Contractor or his Subcontractor which constitutes corruption, or if POWERGRID has substantive suspicion in this regard, POWERGRID will inform the Chief Vigilance Officer (CVO).

(*)Section VIII - Independent External Monitor/Monitors

(1) POWERGRID has appointed a panel of Independent External Monitors (IEMs) for this Pact with the approval of Central Vigilance Commission (CVC), Government of India, out of which one of the IEMs has been indicated in the NIT/IFB.

(2) The IEM is to review independently and objectively, whether and to what extent the parties comply with the obligations under this agreement. He has right of access to all project documentation. The IEM may examine any complaint received by him and submit a report to Chairman-cum-Managing Director, POWERGRID, at the earliest. He may also submit a report directly to the CVO and the CVC, in case of suspicion of serious irregularities attracting the provisions of the PC Act. However, for ensuring the desired transparency and objectivity in dealing with the complaints arising out of any tendering process, the matter shall be referred to the full panel of IEMs, who would examine the records, conduct the investigations and submit report to Chairman-cum-Managing Director, POWERGRID, giving joint findings.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 5 of 8

(3) The IEM is not subject to instructions by the representatives of the parties and performs his functions neutrally and independently. He reports to the Chairman-cum-Managing Director, POWERGRID.

(4) The Bidder(s)/Contractor(s) accepts that the IEM has the right to access without restriction to all documentation of POWERGRID related to this contract including that provided by the Contractor/Bidder. The Bidder/Contractor will also grant the IEM, upon his request and demonstration of a valid interest, unrestricted and unconditional access to his documentation. The same is applicable to Subcontractors. The IEM is under contractual obligation to treat the information and documents of the Bidder(s)/Contractor(s)/Subcontractor(s) with confidentiality.

(5) POWERGRID will provide to the IEM information as sought by him which could have an impact on the contractual relations between POWERGRID and the Bidder/Contractor related to this contract.

(6) As soon as the IEM notices, or believes to notice, a violation of this agreement, he will so inform the Chairman-cum-Managing Director, POWERGRID and request the Chairman-cum-Managing Director, POWERGRID to discontinue or take corrective action, or to take other relevant action. The IEM can in this regard submit non-binding recommendations. Beyond this, the IEM has no right to demand from the parties that they act in a specific manner, refrain from action or tolerate action. However, the IEM shall give an opportunity to POWERGRID and the Bidder/Contractor, as deemed fit, to present its case before making its recommendations to POWERGRID.

(7) The IEM will submit a written report to the Chairman-cum-Managing Director, POWERGRID within 8 to 10 weeks from the date of reference or intimation to him by POWERGRID and, should the occasion arise, submit proposals for correcting problematic situations.

(8) If the IEM has reported to the Chairman-cum-Managing Director, POWERGRID, a substantiated suspicion of an offence under relevant Anti-Corruption Laws of India, and the Chairman-cum-Managing Director, POWERGRID has not, within the reasonable time taken visible action to proceed against such offence or reported it to the CVO, the Monitor may also transmit this information directly to the CVC, Government of India.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 6 of 8

(9) The word ‘IEM’ would include both singular and plural.

(*) This Section shall be applicable for only those packages wherein the IEMs have been identified in Section – I : Invitation for Bids and/or Clause ITB 9.3 in Section – III: Bid Data Sheets of Conditions of Contract, Volume-I of the Bidding Documents.

Section IX - Pact Duration

This Pact begins when both parties have legally signed it. It expires for the Contractor after the closure of the contract and for all other Bidder's six month after the contract has been awarded.

Section X - Other Provisions

(1) This agreement is subject to Indian Law. Place of performance and jurisdiction is the establishment of POWERGRID. The Arbitration clause provided in the main tender document / contract shall not be applicable for any issue / dispute arising under Integrity Pact.

(2) Changes and supplements as well as termination notices need to be made in writing.

(3) If the Contractor is a partnership firm or a consortium or Joint Venture, this agreement must be signed by all partners, consortium members and Joint Venture partners.

(4) Nothing in this agreement shall affect the rights of the parties available under the General Conditions of Contract (GCC) and Special Conditions of Contract (SCC).

(5) Views expressed or suggestions/submissions made by the parties and the recommendations of the CVO/IEM# in respect of the violation of this agreement, shall not be relied on or introduced as evidence in the arbitral or judicial proceedings (arising out of the arbitral proceedings) by the parties in connection with the disputes/differences arising out of the subject contract.

# CVO shall be applicable for packages wherein IEM are not identified in Section IFB/BDS of Condition of Contract, Volume-I. IEM shall be applicable for packages wherein IEM are identified in Section IFB/BDS of Condition of Contract, Volume-I.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 7 of 8

(6) Should one or several provisions of this agreement turn out to be invalid, the remainder of this agreement remains valid. In this case, the parties will strive to come to an agreement to their original intentions.

Signature Signature

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

(Office Seal) (Office Seal)

Designation : Designation :

Witness 1 : Witness 1 :

Designation : Designation :

Witness 2 : Witness 2 :

Designation : Designation :

Integrity Pact Page 8 of 8

USD One Lac Fifty Five Thousand Eight Hundred Eighty Five Only EURO Four Thousand Nine Hundred Sixty Only RMB Ten Thousand Three Hundred Fifty Two Only INR Six Lac Ninety One Thousand Six Hundred Forty Seven Only USD 155885/- + EURO 4960/- + RMB 10352/- + INR 691647/-

USD One Lac Fifty Five Thousand Eight Hundred Eighty Five Only plus EURO Four Thousand Nine Hundred Sixty Only plus RMB Ten Thousand Three Hundred Fifty Two Only plus INR Six Lac Ninety One Thousand Six Hundred Forty Seven Only

85 Eighty Five 60 Sixty 52 Fifty Two 47 Forty Seven

8 Eight Hundred 9 Nine Hundred 3 Three Hundred 6 Six Hundred

55 Fifty Five Thousand 4 Four Thousand 10 Ten Thousand 91 Ninety One Thousand 0 0 0 0 0 plus

1 One Lac 0 0 6 Six Lac 0 0 0 0 1

1 One 1 One 1 One 1 One 0 0 1 0 1

2 Two 2 Two 2 Two 2 Two 0 0 1 1 0

3 Three 3 Three 3 Three 3 Three 0 0 1 1 1

4 Four 4 Four 4 Four 4 Four 0 1 0 0 0

5 Five 5 Five 5 Five 5 Five 0 1 0 0 1

6 Six 6 Six 6 Six 6 Six 0 1 0 1 0

7 Seven 7 Seven 7 Seven 7 Seven 0 1 0 1 1

8 Eight 8 Eight 8 Eight 8 Eight 0 1 1 0 0

9 Nine 9 Nine 9 Nine 9 Nine 0 1 1 0 1

10 Ten 10 Ten 10 Ten 10 Ten 0 1 1 1 0

11 Eleven 11 Eleven 11 Eleven 11 Eleven 1 1 1 1 1 USD One Lac Fifty Five Thousand Eight Hundred Eighty Five Only plus EURO Four Thousand Nine Hundred Sixty Only plus RMB Ten Thousand Three Hundred Fifty Two Only plus INR Six Lac Ninety One Thousand Six Hundred Forty Seven Only

12 Twelve 12 Twelve 12 Twelve 12 Twelve

13 Thirteen 13 Thirteen 13 Thirteen 13 Thirteen

14 Fourteen 14 Fourteen 14 Fourteen 14 Fourteen

15 Fifteen 15 Fifteen 15 Fifteen 15 Fifteen

16 Sixteen 16 Sixteen 16 Sixteen 16 Sixteen 0 0 0 0 0 +

17 Seventeen 17 Seventeen 17 Seventeen 17 Seventeen 0 0 0 0 1 /- +

18 Eighteen 18 Eighteen 18 Eighteen 18 Eighteen 0 0 0 1 0 /-

19 Nineteen 19 Nineteen 19 Nineteen 19 Nineteen 0 0 0 1 1

20 Twenty 20 Twenty 20 Twenty 20 Twenty 0 0 1 0 0

21 Twenty One 21 Twenty One 21 Twenty One 21 Twenty One 0 0 1 0 1

22 Twenty Two 22 Twenty Two 22 Twenty Two 22 Twenty Two 0 0 1 1 0

23 Twenty Three 23 Twenty Three 23 Twenty Three 23 Twenty Three 0 0 1 1 1

24 Twenty Four 24 Twenty Four 24 Twenty Four 24 Twenty Four 0 1 0 0 0

25 Twenty Five 25 Twenty Five 25 Twenty Five 25 Twenty Five 0 1 0 0 1

26 Twenty Six 26 Twenty Six 26 Twenty Six 26 Twenty Six 0 1 0 1 0

27 Twenty Seven 27 Twenty Seven 27 Twenty Seven 27 Twenty Seven 0 1 0 1 1

28 Twenty Eight 28 Twenty Eight 28 Twenty Eight 28 Twenty Eight 0 1 1 0 0

29 Twenty Nine 29 Twenty Nine 29 Twenty Nine 29 Twenty Nine 0 1 1 0 1

30 Thirty 30 Thirty 30 Thirty 30 Thirty 0 1 1 1 0

31 Thirty One 31 Thirty One 31 Thirty One 31 Thirty One 1 1 1 1 1 USD 155885/- + EURO 4960/- + RMB 10352/- + INR 691647/-

32 Thirty Two 32 Thirty Two 32 Thirty Two 32 Thirty Two

33 Thirty Three 33 Thirty Three 33 Thirty Three 33 Thirty Three

34 Thirty Four 34 Thirty Four 34 Thirty Four 34 Thirty Four

35 Thirty Fivr 35 Thirty Fivr 35 Thirty Fivr 35 Thirty Fivr

36 Thirty Six 36 Thirty Six 36 Thirty Six 36 Thirty Six

37 Thirty Seven 37 Thirty Seven 37 Thirty Seven 37 Thirty Seven

38 Thirty Eight 38 Thirty Eight 38 Thirty Eight 38 Thirty Eight

39 Thirty Nine 39 Thirty Nine 39 Thirty Nine 39 Thirty Nine

40 Forty 40 Forty 40 Forty 40 Forty

41 Forty One 41 Forty One 41 Forty One 41 Forty One

42 Forty Two 42 Forty Two 42 Forty Two 42 Forty Two

43 Forty Three 43 Forty Three 43 Forty Three 43 Forty Three

44 Forty Four 44 Forty Four 44 Forty Four 44 Forty Four

45 Forty Five 45 Forty Five 45 Forty Five 45 Forty Five

46 Forty Six 46 Forty Six 46 Forty Six 46 Forty Six

47 Forty Seven 47 Forty Seven 47 Forty Seven 47 Forty Seven

48 Forty Eight 48 Forty Eight 48 Forty Eight 48 Forty Eight

49 Forty Nine 49 Forty Nine 49 Forty Nine 49 Forty Nine

50 Fifty 50 Fifty 50 Fifty 50 Fifty

51 Fifty One 51 Fifty One 51 Fifty One 51 Fifty One

52 Fifty Two 52 Fifty Two 52 Fifty Two 52 Fifty Two

53 Fifty Three 53 Fifty Three 53 Fifty Three 53 Fifty Three

54 Fifty Four 54 Fifty Four 54 Fifty Four 54 Fifty Four

55 Fifty Five 55 Fifty Five 55 Fifty Five 55 Fifty Five

56 Fifty Six 56 Fifty Six 56 Fifty Six 56 Fifty Six

57 Fifty Seven 57 Fifty Seven 57 Fifty Seven 57 Fifty Seven

58 Fifty Eight 58 Fifty Eight 58 Fifty Eight 58 Fifty Eight

59 Fifty Nine 59 Fifty Nine 59 Fifty Nine 59 Fifty Nine

60 Sixty 60 Sixty 60 Sixty 60 Sixty

61 Sixty One 61 Sixty One 61 Sixty One 61 Sixty One

62 Sixty Two 62 Sixty Two 62 Sixty Two 62 Sixty Two

63 Sixty Three 63 Sixty Three 63 Sixty Three 63 Sixty Three

64 Sixty Four 64 Sixty Four 64 Sixty Four 64 Sixty Four

65 Sixty Five 65 Sixty Five 65 Sixty Five 65 Sixty Five

66 Sixty Six 66 Sixty Six 66 Sixty Six 66 Sixty Six

67 Sixty Seven 67 Sixty Seven 67 Sixty Seven 67 Sixty Seven

68 Sixty Eight 68 Sixty Eight 68 Sixty Eight 68 Sixty Eight

69 Sixty Nine 69 Sixty Nine 69 Sixty Nine 69 Sixty Nine

70 Seventy 70 Seventy 70 Seventy 70 Seventy

71 Seventy One 71 Seventy One 71 Seventy One 71 Seventy One

72 Seventy Two 72 Seventy Two 72 Seventy Two 72 Seventy Two

73 Seventy Three 73 Seventy Three 73 Seventy Three 73 Seventy Three

74 Seventy Four 74 Seventy Four 74 Seventy Four 74 Seventy Four

75 Seventy Five 75 Seventy Five 75 Seventy Five 75 Seventy Five

76 Seventy Six 76 Seventy Six 76 Seventy Six 76 Seventy Six

77 Seventy Seven 77 Seventy Seven 77 Seventy Seven 77 Seventy Seven

78 Seventy Eight 78 Seventy Eight 78 Seventy Eight 78 Seventy Eight

79 Seventy Nine 79 Seventy Nine 79 Seventy Nine 79 Seventy Nine

80 Eighty 80 Eighty 80 Eighty 80 Eighty

81 Eighty One 81 Eighty One 81 Eighty One 81 Eighty One

82 Eighty Two 82 Eighty Two 82 Eighty Two 82 Eighty Two

83 Eighty Three 83 Eighty Three 83 Eighty Three 83 Eighty Three

84 Eighty Four 84 Eighty Four 84 Eighty Four 84 Eighty Four

85 Eighty Five 85 Eighty Five 85 Eighty Five 85 Eighty Five

86 Eighty Six 86 Eighty Six 86 Eighty Six 86 Eighty Six

87 Eighty Seven 87 Eighty Seven 87 Eighty Seven 87 Eighty Seven

88 Eighty Eight 88 Eighty Eight 88 Eighty Eight 88 Eighty Eight

89 Eighty Nine 89 Eighty Nine 89 Eighty Nine 89 Eighty Nine

90 Ninety 90 Ninety 90 Ninety 90 Ninety

91 Ninety One 91 Ninety One 91 Ninety One 91 Ninety One

92 Ninety Two 92 Ninety Two 92 Ninety Two 92 Ninety Two

93 Ninety Three 93 Ninety Three 93 Ninety Three 93 Ninety Three

94 Ninety Four 94 Ninety Four 94 Ninety Four 94 Ninety Four

95 Ninety Five 95 Ninety Five 95 Ninety Five 95 Ninety Five

96 Ninety Six 96 Ninety Six 96 Ninety Six 96 Ninety Six

97 Ninety Seven 97 Ninety Seven 97 Ninety Seven 97 Ninety Seven

98 Ninety Eight 98 Ninety Eight 98 Ninety Eight 98 Ninety Eight

99 Ninety Nine 99 Ninety Nine 99 Ninety Nine 99 Ninety Nine

100 One Hundred 100 One Hundred 100 One Hundred 100 One Hundred

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF! #REF!

23 Twenty Three

27 Twenty Seven

28 Twenty Eight

33 Thirty Three

37 Thirty Seven

38 Thirty Eight

73 Seventy Three

74 Seventy Four

75 Seventy Five

77 Seventy Seven

78 Seventy Eight

79 Seventy Nine

83 Eighty Three

87 Eighty Seven

88 Eighty Eight

93 Ninety Three

97 Ninety Seven

98 Ninety Eight

100 One Hundred

Package-B for Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Schedule-I : DSR Scheduled Items

Bidder’s Name and Address (Sole Bidder) : 0 Contract Services

Address : 0 Power Grid Corporation of India Ltd.,

0 Southern Region Transmission system -I

0 Kavadiguda Main Raod, Secunderabad - 500080

All prices are in INR

Sl. No. Ref No: Service Number SAC (Service Accounting Codes) Whether SAC in column ‘4’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Whether rate of GST in column ‘6’ is confirmed. If not indicate applicable rate of GST # Description Unit Quantity Unit Erection Charges including GST as per DSR GST % included in DSR Unit Erection Charges excluding GST Amount excluding GST GST

DSR 2023 DSR 2023-SCHEDULE ITEMS - CIVIL-FOR COMMUNITY CENTER

SUB HEAD : 1.0 CARRIAGE OF MATERIALS

1 1.1.2 18% CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Earth Up to 2 Km M3 31 245.82 0.18 208.32 6,457.92 1,162.43

2 1.1.4 18% CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Excavated Rock Up to 2 Km M3 404.00 393.32 0.18 333.32 134,661.28 24,239.03

18% SUB HEAD : 2.0 EARTH WORK

3 2.8.1 18% Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 up to 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 M3 95 260.30 0.18 220.59 20,956.05 3,772.09

4 2.9.1 18% Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock M3 167 632.95 0.18 536.40 89,578.80 16,124.18

5 2.9.2 18% Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Hard rock (requiring blasting) M3 236 1,049.80 0.18 889.66 209,959.76 37,792.76

6 2.10.1.2 18% Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m in All kinds of soils : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. M 2 352.15 0.18 298.43 596.86 107.43

7 2.13.1.2 18% Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m: Ordinary rock : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. M 3 998.65 0.18 846.31 2,538.93 457.01

8 2.13.2.2 18% Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m: Hard rock (requiring blasting) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. M 5 1,493.60 0.18 1,265.76 6,328.80 1,139.18

9 2.25 18% Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. M3 65 196.00 0.18 166.10 10,796.50 1,943.37

10 2.25(a) 18% Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. M3 215 700.50 0.18 593.64 127,632.60 22,973.87

11 2.34.1 18% Supplying chemical emulsion in sealed containers including delivery as specified. / Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 249 234.75 0.18 198.94 49,536.06 8,916.49

18% SUB HEAD : 4.0 CONCRETE WORK 0.18

12 4.1.8 18% Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) M3 94 6,812.00 0.18 5,772.88 542,650.72 97,677.13

13 4.2.3 18% Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) M3 14 9,895.20 0.18 8,385.76 117,400.64 21,132.12

14 4.3.1 18% Centering and shuttering including strutting,propping etc. and removal of form work for : Foundations, footings, bases for columns Sqm 126 392.15 0.18 332.33 41,873.58 7,537.24

15 4.13 18% Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. M2 140 146.15 0.18 123.86 17,340.40 3,121.27

16 4.12 18% Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification per 50kg Cement 90 18.15 0.18 15.38 1,384.20 249.16

17 4.17 18% Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. M2 140 749.30 0.18 635.00 88,900.00 16,002.00

18% SUB HEAD : 5.0 REINFORCED CEMENT CONCRETE 0.18

18 5.9 18% Centering and shuttering including strutting, propping etc. and removal of form for 0.18

19 5.9.1 18% Foundations, footings, bases of columns, etc. for mass concrete. M2 135 392.15 0.18 332.33 44,864.55 8,075.62

20 5.9.2 18% Walls (any thickness) including attached pilasters butteresses plinth and string courses. M2 13 842.50 0.18 713.98 9,281.74 1,670.71

21 5.9.3 18% Suspended floors, roofs, landings, balconies and access platform. M2 505 927.25 0.18 785.81 396,834.05 71,430.13

22 5.9.5 18% Lintels, beams, plinth beams, girders, bressumers and cantilevers. M2 1529 736.40 0.18 624.07 954,203.03 171,756.55

23 5.9.6 18% Columns, Pillars, Piers, Abutments, Posts and Struts. M2 942 961.30 0.18 814.66 767,409.72 138,133.75

24 5.9.7 18% Stairs, (excluding landings) except spiral-staircases. M2 5 764.95 0.18 648.26 3,241.30 583.43

25 5.9.19 18% Weather shade, Chajjas, corbels etc., including edges. M2 43 951.10 0.18 806.02 34,658.86 6,238.59

26 5.16 18% Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). M3 1 20,355.80 0.18 17,250.68 17,250.68 3,105.12

27 5.22.6 18% Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 19434 107.85 0.18 91.40 1,776,267.60 319,728.17

28 5.22A.6 18% Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.: Thermo Mechanically Treated Bars of grade fe 500D or more KG 32175 107.85 0.18 91.40 2,940,795.00 529,343.10

29 5.30 18% Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. M 133 78.40 0.18 66.44 8,836.52 1,590.57

30 5.33.1.1 18% Providing and laying in position ready mixed or site batched design mix ncement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum M3 150 9,504.75 0.18 8,054.87 1,208,230.50 217,481.49

31 5.33.2.1 18% Providing and laying in position ready mixed or site batched design mix ncement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum M3 248 9,860.40 0.18 8,356.27 2,072,354.96 373,023.89

32 5.35 18% Add for using extra cement in the items of design mix over and above the specified cement content therein. Quintal 278 733.50 0.18 621.61 172,807.58 31,105.36

18% SUB HEAD : 6.0 MASONRY WORK 0.18 0.00 0.00 0.00

33 6.15 18% Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. M2 86 104.80 0.18 88.81 7,637.66 1,374.78

18% SUB HEAD : 8.0 CLADDING WORK 0.18

34 8.2.2.1 18% Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.:Granite stone slab colour black, Cherry/Ruby red: Area of slab upto 0.50 sqm M2 21 5,413.50 0.18 4,587.71 96,341.91 17,341.54

35 8.2.2.2 18% Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.:Granite stone slab colour black, Cherry/Ruby red:Area of slab over 0.50 sqm M2 16 5,136.30 0.18 4,352.80 69,644.80 12,536.06

36 8.3.2 18% Providing edge moulding to 18mm thick Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work. M 154 510.95 0.18 433.01 66,683.54 12,003.04

37 8.4 18% Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width up to 150 mm with epoxy resin based adhesive, including cleaning etc. complete. M 8 568.55 0.18 481.82 3,854.56 693.82

38 8.5 18% Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. EA 4 978.70 0.18 829.41 3,317.64 597.18

18% SUB HEAD : 9.0 WOOD AND P.V.C. WORK 0.18

39 9.12 18% Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). M3 4 176.40 0.18 149.49 597.96 107.63

40 9.48.2 18% Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. M2 95 238.35 0.18 201.99 19,189.05 3,454.03

41 9.71.2 18% Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 100x60x2.50 mm M2 4 106.35 0.18 90.13 360.52 64.89

42 9.96.1 18% Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm M2 4 278.25 0.18 235.81 943.24 169.78

43 9.96.2 18% Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm M2 6 308.00 0.18 261.02 1,566.12 281.90

44 9.97.1 18% Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc.complete : 300x10 mm M2 22 854.65 0.18 724.28 15,934.16 2,868.15

45 9.97.4 18% Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc.complete : 150x10 mm M2 12 256.65 0.18 217.50 2,610.00 469.80

46 9.100.1 18% Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm KG 12 121.65 0.18 103.09 1,237.08 222.67

47 9.101.2 18% Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper EA 22.00 983.15 0.18 833.18 18,329.96 3,299.39

18% SUB HEAD : 10.0 STEEL WORK

48 10.16.2 18% Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes KG 13551 206.35 0.18 174.87 2,369,663.37 426,539.41

49 10.25.2 18% Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works KG 698 172.60 0.18 146.27 102,096.46 18,377.36

50 10.28 18% Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). KG 197 772.40 0.18 654.58 128,952.26 23,211.41

18% SUB HEAD : 11.0 FLOORING 0.18

51 11.3.1 18% Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc.complete. 40 mm thick with 20 mm nominal size stone aggregate. M2 309 614.20 0.18 520.51 160,837.59 28,950.77

52 11.37 18% Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.. M2 39 1,096.55 0.18 929.28 36,241.92 6,523.55

53 11.37A 18% Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. M2 149 1,112.70 0.18 942.97 140,502.53 25,290.46

54 11.41A.2.1 18% Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size. Size of Tile 600 x 600 mm M2 82 1,502.75 0.18 1,273.52 104,428.64 18,797.16

55 11.41A.2.5 18% Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size. Size of Tile 1200 X 1200 mm M2 336 1,798.80 0.18 1,524.41 512,201.76 92,196.32

56 11.55.1 18% Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. M2 125 3,186.70 0.18 2,700.59 337,573.75 60,763.28

57 11.56.1 18% Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent M2 47 4,481.30 0.18 3,797.71 178,492.37 32,128.63

18% SUB HEAD : 12.0 ROOFING 0.18

58 12.41.2 18% Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. : 110 mm diameter M 46 377.40 0.18 319.83 14,712.18 2,648.19

59 12.42 18% Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion.

63 12.43.2 18% Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. : 110 mm EA 78 371.30 0.18 314.66 24,543.48 4,417.83

64 12.45.3 18% Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.]. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.|. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 281 1,529.10 0.18 1,295.85 364,133.85 65,544.09

65 12.46 18% Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. EA 12 84.55 0.18 71.65 859.80 154.76

66 12.5 18% Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. M2 358 738.65 0.18 625.97 224,097.26 40,337.51

SUB HEAD : 13.0 FINISHING 0.18

67 13.4.2 18% 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) M2 2274 343.65 0.18 291.23 662,257.02 119,206.26

68 13.5.2 18% 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) M2 203 395.35 0.18 335.04 68,013.12 12,242.36

69 13.9.1 18% Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.:12 mm cement plaster M2 108 449.55 0.18 380.97 41,144.76 7,406.06

70 13.11 18% 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand). M2 1049 518.55 0.18 439.45 460,983.05 82,976.95

71 13.16.1 18% 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) Note: For Ceiling plaster and RCC exposed surfaces. M2 755 300.45 0.18 254.62 192,238.10 34,602.86

72 13.21 18% Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. Per bag of 50kg cement 132 22.10 0.18 18.73 2,472.36 445.02

73 13.47.1 18% Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) M2 1127 171.10 0.18 145.00 163,415.00 29,414.70

74 13.52.1 18% Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work M2 343 241.75 0.18 204.87 70,270.41 12,648.67

75 13.61.1 18% Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. M2 30 155.90 0.18 132.12 3,963.60 713.45

76 13.80 18% Providing and applying white cement based putty of average thickness 1mm thick, of approved brand and manufacture over the plastered wall surface of to prepare the surface even and smooth complete. M2 3153 156.05 0.18 132.25 416,984.25 75,057.17

77 13.83.2 18% Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats M2 3153 142.80 0.18 121.02 381,576.06 68,683.69

78 13.85.3 18% Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre M2 3153 73.95 0.18 62.67 197,598.51 35,567.73

SUB HEAD : 17.0 SANITARY INSTALLATIONS 0.18

79 17.32.4 18% Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape1500X450 mm EA 2 2,093.00 0.18 1,773.73 3,547.46 638.54

SUB HEAD : 18.0 WATER SUPPLY 0.18

80 18.7 18% Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 0.18

18.8 18% Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 0.18

18.9 18% Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 0.18

90 18.48 18% Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Litre 2000 11.00 0.18 9.32 18,640.00 3,355.20

91 18.53A 18% Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. EA 30 74.80 0.18 63.39 1,901.70 342.31

SUB HEAD : 19.0 DRAINAGE 0.18

92 19.4.1.1 18% Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design, 100x100 mm size P type : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EA 12 2,707.65 0.18 2,294.62 27,535.44 4,956.38

93 19.6 18% Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 0.18

95 19.7.1.1 18% Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EA 4 12,770.55 0.18 10,822.50 43,290.00 7,792.20

SUB HEAD : 21.0 ALUMINIUM WORK

96 21.1.1.2 18% Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) - For fixed portion : Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 1067 530.90 0.18 449.92 480,064.64 86,411.64

97 21.1.2.2 18% Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) -For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately):Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 424 634.45 0.18 537.67 227,972.08 41,034.97

98 21.3.2 18% Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) M2 185 1,505.25 0.18 1,275.64 235,993.40 42,478.81

99 21.4.1 18% Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.: With stainless steel cover plate minimum 1.25 mm thickness EA 23 2,823.85 0.18 2,393.09 55,041.07 9,907.39

100 21.8.1 18% Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.-Upto 5mm depth and 5 mm width . Note: This item also applicable for wooden/uPVC frames and masonry/urinal/WC/wash basin/RCC gaps. M 673 96.75 0.18 81.99 55,179.27 9,932.27

101 21.13 18% Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. EA 18 528.85 0.18 448.18 8,067.24 1,452.10

SUB HEAD : 22.0 WATER PROOFING

102 22.7.1 18% Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. M2 826 1,684.60 0.18 1,427.63 1,179,222.38 212,260.03

103 26.86.5 18% Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 26.86.5 Frame size 65 x 100 mm M 31 1,111.30 0.18 941.78 29,195.18 5,255.13

104 26.87.1 18% 26.87 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 26.87.1 30 mm thick M2 12 4,346.70 0.18 3,683.64 44,203.68 7,956.66

TOTAL FOR SCHEDULE ITEMS -CIVIL-FOR COMMUNITY CENTER 22,060,768.97 3,970,938.40

DSR 2023 DSR 2023-SCHEDULE ITEMS - CIVIL-FOR FIELD HOSTEL

SUB HEAD : 1.0 CARRIAGE OF MATERIALS

1 1.1.2 18% CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Earth Up to 2 Km M3 13 245.82 0.18 208.32 2,708.16 487.47

2 1.1.4 18% CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Excavated Rock Up to 2 Km M3 168.00 393.32 0.18 333.32 55,997.76 10,079.60

18% SUB HEAD : 2.0 EARTH WORK

3 2.8.1 18% Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 up to 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 M3 36 260.30 0.18 220.59 7,941.24 1,429.42

4 2.9.1 18% Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock M3 79 632.95 0.18 536.40 42,375.60 7,627.61

5 2.9.2 18% Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Hard rock (requiring blasting) M3 89 1,049.80 0.18 889.66 79,179.74 14,252.35

6 2.10.1.2 18% Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m in All kinds of soils : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. M3 2 352.15 0.18 298.43 596.86 107.43

7 2.13.1.2 18% Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m: Ordinary rock : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. M 3 998.65 0.18 846.31 2,538.93 457.01

8 2.13.2.2 18% Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m: Hard rock (requiring blasting) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. M 5 1,493.60 0.18 1,265.76 6,328.80 1,139.18

9 2.25 18% Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. M3 26 196.00 0.18 166.10 4,318.60 777.35

10 2.25(a) 18% Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. M3 128 700.50 0.18 593.64 75,985.92 13,677.47

11 2.34.1 18% Supplying chemical emulsion in sealed containers including delivery as specified. / Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 85 234.75 0.18 198.94 16,909.90 3,043.78

12 18% SUB HEAD : 4.0 CONCRETE WORK 0.18 0.00 0.00 0.00

13 4.1.8 18% Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) M3 30 6,812.00 0.18 5,772.88 173,186.40 31,173.55

14 4.2.3 18% Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) M3 7 9,895.20 0.18 8,385.76 58,700.32 10,566.06

15 4.3.1 18% Centering and shuttering including strutting,propping etc. and removal of form work for : Foundations, footings, bases for columns Sqm 41 392.15 0.18 332.33 13,625.53 2,452.60

16 4.13 18% Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. M2 41 146.15 0.18 123.86 5,078.26 914.09

17 4.12 18% Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification per 50kg Cement 43 18.15 0.18 15.38 661.34 119.04

18 4.17 18% Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. M2 53 749.30 0.18 635.00 33,655.00 6,057.90

18% SUB HEAD :5.0 REINFORCED CEMENT CONCRETE 0.18 0.00 0.00 0.00

19 5.33.1.1 18% Providing and laying in position ready mixed or site batched design mix ncement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum M3 50 9,504.75 0.18 8,054.87 402,743.50 72,493.83

20 5.33.2.1 18% Providing and laying in position ready mixed or site batched design mix ncement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum M3 146 9,860.40 0.18 8,356.27 1,220,015.42 219,602.78

21 5.35 18% Add for using extra cement in the items of design mix over and above the specified cement content therein. Quintal 138 733.50 0.18 621.61 85,782.18 15,440.79

22 5.9 18% Centering and shuttering including strutting, propping etc. and removal of form for 0.18 0.00 0.00 0.00

23 5.9.1 18% Foundations, footings, bases of columns, etc. for mass concrete. M2 169 392.15 0.18 332.33 56,163.77 10,109.48

24 5.9.2 18% Walls (any thickness) including attached pilasters butteresses plinth and string courses. M2 10 842.50 0.18 713.98 7,139.80 1,285.16

25 5.9.3 18% Suspended floors, roofs, landings, balconies and access platform. M2 472 927.25 0.18 785.81 370,902.32 66,762.42

26 5.9.5 18% Lintels, beams, plinth beams, girders, bressumers and cantilevers. M2 658 736.40 0.18 624.07 410,638.06 73,914.85

27 5.9.6 18% Columns, Pillars, Piers, Abutments, Posts and Struts. M2 336 961.30 0.18 814.66 273,725.76 49,270.64

28 5.9.7 18% Stairs, (excluding landings) except spiral-staircases. M2 26 764.95 0.18 648.26 16,854.76 3,033.86

29 5.9.19 18% Weather shade, Chajjas, corbels etc., including edges. M2 14 951.10 0.18 806.02 11,284.28 2,031.17

30 5.16 18% Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). M3 1 20,355.80 0.18 17,250.68 17,250.68 3,105.12

31 5.22.6 18% Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 6448 107.85 0.18 91.40 589,347.20 106,082.50

32 5.22A.6 18% Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.: Thermo Mechanically Treated Bars of grade fe 500D or more KG 18980 107.85 0.18 91.40 1,734,772.00 312,258.96

33 5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. M 28 78.40 0.18 66.44 1,860.32 334.86

18% SUB HEAD : 6.0 MASONRY WORK 0.18 0.00 0.00 0.00

34 6.15 18% Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. M2 214 104.80 0.18 88.81 19,005.34 3,420.96

18% SUB HEAD :8.0 MASONRY WORK 0.18 0.00 0.00 0.00

35 8.2.2.1 18% Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.:Granite stone slab colour black, Cherry/Ruby red: Area of slab upto 0.50 sqm M2 11 5,413.50 0.18 4,587.71 50,464.81 9,083.67

36 8.2.2.2 18% Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.:Granite stone slab colour black, Cherry/Ruby red:Area of slab over 0.50 sqm M2 25 5,136.30 0.18 4,352.80 108,820.00 19,587.60

37 8.3.2 18% Providing edge moulding to 18mm thick Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work. M 98 510.95 0.18 433.01 42,434.98 7,638.30

38 8.4 18% Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width up to 150 mm with epoxy resin based adhesive, including cleaning etc. complete. M 18 568.55 0.18 481.82 8,672.76 1,561.10

39 8.5 18% Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. EA 9 978.70 0.18 829.41 7,464.69 1,343.64

18% SUB HEAD : 9.0 WOOD AND PVC WORK 0.18 0.00 0.00 0.00

40 9.1.1 18% Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood M3 0.7 142,949.70 0.18 121,143.81 84,800.67 15,264.12

41 9.7.7.1 18% Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : float glass panes,4 mm thick glass pane (weight not less than 10 kg/sqm). M2 5 2,241.80 0.18 1,899.83 9,499.15 1,709.85

42 9.7.7.2 18% Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : float glass panes, 5 mm thick glass pane (weight not less than 12.5 kg per sqm) M2 84 2,600.45 0.18 2,203.77 185,116.68 33,321.00

43 9.7.8 18% Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading. M2 6 1,800.45 0.18 1,525.81 9,154.86 1,647.87

44 9.12 18% Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). M2 5 176.40 0.18 149.49 747.45 134.54

45 9.20.1 18% Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws M2 23 3,473.85 0.18 2,943.94 67,710.62 12,187.91

46 9.23 18% Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). M2 21 462.35 0.18 391.82 8,228.22 1,481.08

47 9.48.2 18% Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. KG 367 238.35 0.18 201.99 74,130.33 13,343.46

48 9.74.1 18% Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250X10 mm EA 24 441.60 0.18 374.24 8,981.76 1,616.72

49 9.74.3 18% Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 150X10 mm EA 16 287.25 0.18 243.43 3,894.88 701.08

50 9.75.2 18% Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm EA 38 308.00 0.18 261.02 9,918.76 1,785.38

51 9.76 18% Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. EA 12 854.65 0.18 724.28 8,691.36 1,564.44

52 9.81.1 18% Providing and fixing bright finished brass handles with screws etc. complete: 125MM EA 38 256.65 0.18 217.50 8,265.00 1,487.70

53 9.82 18% Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. EA 12 121.65 0.18 103.09 1,237.08 222.67

54 9.84 18% Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with Is, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. EA 1 983.15 0.18 833.18 833.18 149.97

55 9.114.2 18% Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. Double strip (horizontal type) EA 32 39.70 0.18 33.64 1,076.48 193.77

56 9.129 18% Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade | Type Il), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge. M2 14 2,307.35 0.18 1,955.38 27,375.32 4,927.56

57 9.147.A4.2 18% Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (Zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). M2 3 10,874.20 0.18 9,215.42 27,646.26 4,976.33

58 9.147.A4.3 18% Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) M2 12 12,372.25 0.18 10,484.96 125,819.52 22,647.51

59 9.147.B3.2 18% Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding door with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, zinc alloy (Zamak) powder coated handle on two panels along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (85 mm & above). (Height above 2.5 metre). M2 31 9,894.80 0.18 8,385.42 259,948.02 46,790.64

60 9.147.C2.3 18% Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Fixed window / ventilator with mullion / transom. Using R3 series with frame (55 mm & above )x (45 mm & above) & mullion (55 mm & above)x (65 mm & above). (Height upto 2.5 metre) M2 5 7,827.75 0.18 6,633.69 33,168.45 5,970.32

61 9.147.C2.4 18% Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds Fixed window / ventilator with mullion / transom. Using R4 series with frame (64 mm & above )x (50 mm & above) & mullion (64 mm & above)x (70 mm & above). (Height above 2.5 metre) M2 21 6,528.80 0.18 5,532.88 116,190.48 20,914.29

62 9.165.2 18% Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 100mm EA 32 90.45 0.18 76.65 2,452.80 441.50

18% SUB HEAD : 10.0 STEEL WORK 0.00 0.00 0.00

63 10.25.2 18% Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works KG 456 172.60 0.18 146.27 66,699.12 12,005.84

64 10.28 18% Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). KG 640 772.40 0.18 654.58 418,931.20 75,407.62

18% SUB HEAD :11.0 FLOORING 0.18 0.00 0.00 0.00

65 11.23.5 18% Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with: Udaipur green marbles. M2 80 2,428.60 0.18 2,058.14 164,651.20 29,637.22

66 11.24 18% Extra for pre finished nosing to treads of steps of marble stone. M 69 719.90 0.18 610.08 42,095.52 7,577.19

67 11.25 18% Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. M2 33 851.80 0.18 721.86 23,821.38 4,287.85

68 11.37 18% Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.. M2 22 1,096.55 0.18 929.28 20,444.16 3,679.95

68 11.37A 18% Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. M2 140 1,112.70 0.18 942.97 132,015.80 23,762.84

69 11.41A.2.1 18% Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size. Size of Tile 600 x 600 mm M2 267 1,502.75 0.18 1,273.52 340,029.84 61,205.37

70 11.41A.3.1 18% Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size. Size of Tile 600 x 600 mm M2 57 1,464.85 0.18 1,241.40 70,759.80 12,736.76

71 11.55.1 18% Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. M2 22 3,186.70 0.18 2,700.59 59,412.98 10,694.34

72 12.21.1 18% Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase. M 98 305.15 0.18 258.60 25,342.80 4,561.70

73 12.22 18% Making khurras 45x45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. EA 7 298.25 0.18 252.75 1,769.25 318.47

74 12.41.2 18% Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. : 110 mm diameter M 39 377.40 0.18 319.83 12,473.37 2,245.21

74 12.42 18% Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. 0.18 0.00 0.00 0.00

78 12.43.2 18% Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. : 110 mm EA 30 371.30 0.18 314.66 9,439.80 1,699.16

79 12.45.3 18% Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.]. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.|. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 299 1,529.10 0.18 1,295.85 387,459.15 69,742.65

80 12.46 18% Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. EA 7 84.55 0.18 71.65 501.55 90.28

18% SUB HEAD : 13.0 FINISHING 0.18 0.00 0.00 0.00

81 13.4.2 18% 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) M2 1637 343.65 0.18 291.23 476,743.51 85,813.83

82 13.5.2 18% 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) M2 485 395.35 0.18 335.04 162,494.40 29,248.99

83 13.9.1 18% Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.:12 mm cement plaster M2 49 449.55 0.18 380.97 18,667.53 3,360.16

83 13.11 18% 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand). M2 716 518.55 0.18 439.45 314,646.20 56,636.32

84 13.16.1 18% 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) Note: For Ceiling plaster and RCC exposed surfaces. M2 548 300.45 0.18 254.62 139,531.76 25,115.72

85 13.21 18% Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. Per bag of 50kg cement 90 22.10 0.18 18.73 1,685.70 303.43

86 13.47.1 18% Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) M2 179 171.10 0.18 145.00 25,955.00 4,671.90

86 13.85.1 18% Applying priming coat : With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) M2 6 70.35 0.18 59.62 357.72 64.39

87 13.61.1 18% Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. M2 89 155.90 0.18 132.12 11,758.68 2,116.56

88 13.80 18% Providing and applying white cement based putty of average thickness 1mm thick, of approved brand and manufacture over the plastered wall surface of to prepare the surface even and smooth complete. M2 2412 156.05 0.18 132.25 318,987.00 57,417.66

89 13.83.2 18% Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats M2 2412 142.80 0.18 121.02 291,900.24 52,542.04

89 13.85.3 18% Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre M2 2412 73.95 0.18 62.67 151,160.04 27,208.81

90 13.114 18% Melamine polishing on wood work (one or more coat). M2 47 1,192.30 0.18 1,010.42 47,489.74 8,548.15

18% SUB HEAD :17.0 SANITARY INSTALLATIONS 0.18

91 17.7.4 18% Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap EA 8 1,879.20 0.18 1,592.54 12,740.32 2,293.26

92 17.10.1.2 18% Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board : 17.10.1.2 510x1040 mm bowl depth 225 mm510x1040 mm bowl depth 200 mm EA 8 7,514.65 0.18 6,368.35 50,946.80 9,170.42

93 17.28.2 18% Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe: 0.18 0.00 0.00 0.00

95 17.31 18% Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. EA 9 1,607.95 0.18 1,362.67 12,264.03 2,207.53

96 17.33 18% Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. EA 8 1,083.50 0.18 918.22 7,345.76 1,322.24

97 17.34.1 18% Providing and fixing toilet paper holder :C.P. brass EA 8 803.70 0.18 681.10 5,448.80 980.78

18% SUB HEAD : 18.0 WATER SUPPLY 0.18 0.00 0.00 0.00

98 18.7 18% Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 0.18 0.00 0.00 0.00

100 18.8 18% Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 0.18 0.00 0.00 0.00

104 18.9 18% Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 0.18 0.00 0.00 0.00

107 18.22.2 18% Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter EA 40 222.35 0.18 188.43 7,537.20 1,356.70

108 18.48 18% Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Litre 5000 11.00 0.18 9.32 46,600.00 8,388.00

109 18.53.1 18% Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931, 15 mm nominal bore EA 40 574.30 0.18 486.69 19,467.60 3,504.17

110 18.53A 18% Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. EA 40 74.80 0.18 63.39 2,535.60 456.41

111 18.77 18% Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. EA 8 452.00 0.18 383.05 3,064.40 551.59

18% SUB HEAD : 19.0 DRAINAGE 0.18 0.00 0.00 0.00

112 19.4.1.1 18% Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design, 100x100 mm size P type : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EA 4 2,707.65 0.18 2,294.62 9,178.48 1,652.13

113 19.6 18% Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 0.18 0.00 0.00 0.00

116 19.7.1.1 18% Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 EA 4 12,770.55 0.18 10,822.50 43,290.00 7,792.20

SUB HEAD : 21.0 ALUMINIUM WORK

18% SUB HEAD : 22.0 WATER PROOFING 0.18 0.00 0.00 0.00

117 22.3 18% Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). M2 27 769.60 0.18 652.20 17,609.40 3,169.69

118 22.6 18% Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately). For the purpose of measurement the entire treated surface will be measured. M2 42 688.90 0.18 583.81 24,520.02 4,413.60

119 22.7.1 18% Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. M2 224 1,684.60 0.18 1,427.63 319,789.12 57,562.04

18% SUB HEAD : 26.0 NEW TECHNOLOGIES AND MATERIALS 0.18

120 26.86.5 18% Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 26.86.5 Frame size 65 x 100 mm M2 40 1,111.30 0.18 941.78 37,671.20 6,780.82

121 26.87.1 18% 26.87 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 26.87.1 30 mm thick M2 13 4,346.70 0.18 3,683.64 47,887.32 8,619.72

TOTAL FOR SCHEDULE ITEMS -CIVIL-FOR FIELD HOSTEL 11,676,679.69 2,101,802.37

DSR 2022 DSR 2022-SCHEDULE ITEMS - ELECTRICAL-FOR COMMUNITY CENTER

1 1.10.3 18% Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C Point 107 1467 0.1200 1,309.82 140,150.74 25,227.13

2 1.55.3 18% Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C Point 194 858.00 0.1200 766.07 148,617.58 26,751.16

3 1.11 18% Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Point 4 1,562.00 0.1200 1,394.64 5,578.56 1,004.14

4 1.14.2 18% Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire M 1255 275.00 0.1200 245.54 308,152.70 55,467.49

5 1.14.3 18% Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire M 515 334.00 0.1200 298.21 153,578.15 27,644.07

6 1.14.4 18% Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire M 231 439.00 0.1200 391.96 90,542.76 16,297.70

7 1.24.1 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch EA 23 103.00 0.1200 91.96 2,115.08 380.71

8 1.24.3 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 15/16 A switch EA 18 156.00 0.1200 139.29 2,507.22 451.30

9 1.24.4 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 A socket outlet EA 23 122.00 0.1200 108.93 2,505.39 450.97

10 1.24.5 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 6 pin 15/16 A socket outlet EA 18 197.00 0.1200 175.89 3,166.02 569.88

11 1.25 18% Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. EA 28 369.00 0.1200 329.46 9,224.88 1,660.48

12 1.27.1 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 1 or 2 Module (75mmX75mm) EA 23 298.00 0.1200 266.07 6,119.61 1,101.53

13 1.27.2 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 3 Module (100mmX75mm) EA 20 327.00 0.1200 291.96 5,839.20 1,051.06

14 1.27.3 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 4 Module (125mmX75mm) EA 10 343.00 0.1200 306.25 3,062.50 551.25

15 1.27.4 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 6 Module (200mmX75mm) EA 3 402.00 0.1200 358.93 1,076.79 193.82

16 2.3.3 18% Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 12 way , Double door EA 5 2,315.00 0.1200 2,066.96 10,334.80 1,860.26

17 2.4.3 18% Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way (4 + 24), Double door EA 1 5,967.00 0.1200 5,327.68 5,327.68 958.98

18 2.10.1 18% Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole EA 68 256.00 0.1200 228.57 15,542.76 2,797.70

19 2.10.3 18% Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole EA 2 656.00 0.1200 585.71 1,171.42 210.86

20 2.12.1 18% Supplying and fixing following rating, double pole, 240 V,isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A EA 3 435.00 0.1200 388.39 1,165.17 209.73

21 2.14.1 18% Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 25 A EA 1 2,028.00 0.1200 1,810.71 1,810.71 325.93

22 2.14.2 18% Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 A EA 4 2,642.00 0.1200 2,358.93 9,435.72 1,698.43

23 2.14.3 18% Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A EA 3 2,722.00 0.1200 2,430.36 7,291.08 1,312.39

24 2.13.2 18% Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A EA 3 1,034.00 0.1200 923.21 2,769.63 498.53

25 9.1.24 18% Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 95 sq. mm (45mm) EA 2 588.00 0.1200 525.00 1,050.00 189.00

TOTAL FOR SCHEDULE ITEMS - ELECTRICAL-FOR COMMUNITY CENTER 938,136.15 168,864.50

DSR 2022 DSR 2022-SCHEDULE ITEMS - ELECTRICAL-FOR FIELD HOSTEL

1 1.10.3 18% Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C Point 147 1467 0.1200 1,309.82 192,543.54 34,657.84

2 1.55.3 18% Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C Point 90 858 0.1200 766.07 68,946.30 12,410.33

3 1.11 18% Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Point 9 1562 0.1200 1,394.64 12,551.76 2,259.32

4 1.14.2 18% Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire M 935 275 0.1200 245.54 229,579.90 41,324.38

5 1.14.3 18% Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire M 599 334 0.1200 298.21 178,627.79 32,153.00

6 1.53.1 18% Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable M 431 57 0.1200 50.89 21,933.59 3,948.05

7 1.18.2 18% Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair M 357 38 0.1200 33.93 12,113.01 2,180.34

8 1.19 18% Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. M 63 47 0.1200 41.96 2,643.48 475.83

9 1.21.1 18% Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20 mm M 641 128 0.1200 114.29 73,259.89 13,186.78

10 1.21.2 18% Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm M 588 145 0.1200 129.46 76,122.48 13,702.05

11 1.24.1 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch EA 71 103 0.1200 91.96 6,529.16 1,175.25

12 1.24.3 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 15/16 A switch EA 33 156 0.1200 139.29 4,596.57 827.38

13 1.24.4 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 A socket outlet EA 82 122 0.1200 108.93 8,932.26 1,607.81

14 1.24.5 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 6 pin 15/16 A socket outlet EA 33 197 0.1200 175.89 5,804.37 1,044.79

15 1.24.6 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Telephone socket outlet EA 13 148 0.1200 132.14 1,717.82 309.21

16 1.24.7 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. TV antenna socket outlet EA 12 148 0.1200 132.14 1,585.68 285.42

17 1.24.8 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Bell push EA 9 140 0.1200 125.00 1,125.00 202.50

18 1.25 18% Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. EA 16 369 0.1200 329.46 5,271.36 948.84

19 1.27.1 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 1 or 2 Module (75mmX75mm) EA 17 298 0.1200 266.07 4,523.19 814.17

20 1.27.2 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 3 Module (100mmX75mm) EA 8 327 0.1200 291.96 2,335.68 420.42

21 1.27.3 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 4 Module (125mmX75mm) EA 5 343 0.1200 306.25 1,531.25 275.63

22 1.27.4 18% Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required. 6 Module (200mmX75mm) EA 21 402 0.1200 358.93 7,537.53 1,356.76

23 1.14.4 18% Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire M 486 439 0.1200 391.96 190,492.56 34,288.66

24 2.5.3 18% Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 12 way (4 + 36), Double door EA 1 12833 0.1200 11,458.04 11,458.04 2,062.45

25 2.10.1 18% Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole EA 36 256 0.1200 228.57 8,228.52 1,481.13

26 2.10.3 18% Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Double pole EA 8 656 0.1200 585.71 4,685.68 843.42

27 2.2.14 18% Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 125 A,36KA,FPMCCB EA 1 8209 0.1200 7,329.46 7,329.46 1,319.30

28 9.1.23 18% Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 70 sq. mm (38mm) EA 2 468 0.1200 417.86 835.72 150.43

TOTAL FOR SCHEDULE ITEMS - ELECTRICAL-FOR FIELD HOSTEL 1,142,841.59 205,711.49

Total of Schedule (CIVIL and E& M) Items as per DSR 2021 excluding Rebate 35,818,426.40 6,447,316.76

Percentage (%) above/below +/- on DSR 2021 Rates excluding GST mentioned above (to be quoted by Bidder) 0.00%

Add Amount above/below +/- on the amount for DSR Items as per quoted percentage

Total of Schedule I excluding GST considering offered % Rebate

As the %variation w.r.t total DSR Amount cell left Blank the bid is considered as Non-responsive

Package-B for Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Schedule-II : Non-Scheduled Items

Bidder’s Name 0 To:

Address : 0 Contract Services

0 Power Grid Corporation of India Ltd.,

0 Southern Region Transmission system -I

Kavadiguda Main Raod, Secunderabad - 500080

Sl. No. Service Number SAC Code Whether SAC in column ‘2’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Whether rate of GST in column ‘6’ is confirmed. If not indicate applicable rate of GST # Description (Non Schedule Items) Unit Quantity Unit Rate without GST Total Amount GST Remarks 120

A NON-SCHEDULE ITEMS: CIVIL-FOR COMMUNITY CENTER

1 NS_1 Diluting & injecting chemical emulsion for anti termite 18% Diluting and injecting chemical emulsion (to be supplied under other item) for PRE-CONSTRUCTIONAL anti-termite treatment and creating a continuous chemical barrier under and around the columns pits, wall trenches, basement excavation, along the external perimeter of retaining wall, expansion joints, over top surface consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc., complete as per specifications. Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration. (cost of Chlorpyriphos/ Lindane emulsifiable concentrate shall be paid separately. Basement floor slab area of the building only shall be measured for payment) M2 919 0 0.00 TRUE FALSE

2 NS_2 Door Handle 19 mm dia 200 mm 18% Providing and fixing Door handles satin finish 19mm x 200mm long Dorma/ozon/Crif/dorset or equivalent make including the cost of all material, labour, transportation, taxes, incidentals etc. as per the directions and instructions of Engineer-in-Charge. EA 24 0 0.00

3 NS_3 Door Handle 22 mm dia 300 mm 18% Providing and fixing Door handles satin finish 22 mm x 300mm long Dorma/ozon/Crif/dorset or equivalent make including the cost of all material, labour, transportation, taxes, incidentals etc. as per the directions and instructions of Engineer-in-Charge. EA 20 0 0.00

4 NS_4 Door Handle 25 mm dia 450 mm 18% Providing and fixing Door handles satin finish 25mm x 450mm long Dorma/ozon/Crif/dorset or equivalent make including the cost of all material, labour, transportation, taxes, incidentals etc. as per the directions and instructions of Engineer-in-Charge. EA 4 0 0.00

5 NS_5 Wooden Flooring For Badminton Court 18% Supplying, fitting and fixing 8mm thick Laminated wooden Flooring Work conforming to EN13329:2006 with plank size not Iess than 1200 mm X 190 mm (with unilin/tongue-groove locking arrangement) having 0.2mm thk top abrasive layer over a decorative layer followed by a High-density fibreboard (HDF) having density > 850 kg/m3 substrate core over a rasin saturated backing layer and installing through unilin or tongue- groove system (having locking strength not less than 1000 kg/m) over a 2 mm thk underlayer polyurethene foam on polythene sheet 250 micron, over a smooth, flat, hard subfloor free from moisture (< 8%), grease etc. complete in all respect with requisite accessories like end profile, transition profile, reducer 'T' profile etc. wherever required and preparation of base including all other incidental works as per direction & satisfaction of Engineer in charge. Cost of Laminate Floor Accessories only (Skirting ,End edge, T- moulding,Reducer) shall have to be added separately, wherever required. (This work should not be executed without specific permission of Superintending Engineer). make:-PERGO /UNITEX / ARMSTRONG or equivalent. M2 267 0 0.00

6 NS_6 Clay brick tiles for exterior cladding 18% Providing AND fixing machine moulded Clay Brick tiles cladding made up of terracotta colour of size 220-240 x 70-80 x 8-10 mm with the water absorbtion less that 14% to be fixed with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 6 mm average thickness on wall and 7-10 mm thick groove making by required spacer in proper alignment with grouting with white colour/matching pigment exterior tile grout material in required pattern and design and fixing properly on the Exterior walls in proper aligment to give aesthetic texture design as per architectural drawing and at any height as per the directions of engineer - incharge. Make : LT/ J.J.B/ J.m.B/ Pioneer Bricks M2 151 0 0.00

7 NS_7 CNC cut alumunium pannels for Duct 18% Designing, Supplying, Assembling / fabricating, Installation, finishing, testing and fixing in position of 4mm thick 6063 T6 Aluminium with Laser / CNC Cut Elevational Panels (Jali design) of approved make, color, shape, size & design and to have monotonous span without joint as per specifications & standards with a warranty of 10 years. Fixing of the same to be done on a supporting frame of 50 mm X 50 mm X 3 mm M.S tube and fixed to building structure as per design through 50mmX50mmX mm 5 mm MS angle cleat prefixed to masonry slab or columns with Hilti make anchor fastener along with all related hardware and fixtures. The panel should then be fixed on the M.S. Tube as per architectural drawings or as directed by Engineer-in-charge. Each panel should be riveted on substructure maintaining a gap of 6mm on all the sides between each Panel for Air circulation and expansion and contraction as per installation specifications provided by the Designer/Contractor. The cost shall include all expenses related to storage, material handling, lifting, freight, labour, scaffolding etc as directed by Engineer-in-charge. The product composition to be Aluminium with extended exterior coatings and with a warranty for coating of 10 years. The assmbly to be fixed using 19mm SS 316 (10mm or 20mm), Coloured 22mm Wafer Head Screws, Aluminium rivets etc complete to the satisfaction of the Architect & Engineer in charge and as per directions. (M.S. Work to be paid separately). M2 25 0 0.00

8 NS_8 Polycarbonated Sheet 18% Providing fixing & Installation of Atrium Skylights / domes to be made out of coloured Multi-cell heavy duty Polycarbonate Sheets with U.V coating of Lexan or equivalent approved make, 16mm thk of approved colour & design including necessary fixing arrangements, assessories, hardware, bolts etc complete as per manufactures specifications & installation standards as per the technical specifications. (M.S. Work to be paid separately). M2 33 0 0.00

9 NS_9 Rubber flooring for Gymnasium 18% Providing and fixing Anti-static, Anti-slip even when wet surface, durable, flexible Rubber flooring suitable for GYM/Sports complex of size 500 x 500 mm minimum with thickness of 15 mm should be laid on the top of the PCC in desired pattern or as per the instruction directed by an engineer incharge. Make: Vinex/Tugania or equivalent. SQFT 536 0 0.00

10 NS_10 filling in plith floor 18% Supplying and filling in plinth with crushed stone sand / river sand under floors, including watering, ramming, consolidating and dressing complete. M3 103 0 0.00

11 NS_11 Brick work up to plinth 18% Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (75kg/sq.cm)in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). Note: Fly ash brick of same class confirming to relevant IS code can also be used if clay bricks of designated class are not available. M3 87 0 0.00

12 NS_12 Brick work above plinth 18% Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (75kg/sq,cm) in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) Note: Fly ash brick of same class confirming to relevant IS code can also be used if clay bricks of designated class are not available. M3 354 0 0.00

13 NS_13 half Brick work above plinth 18% Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (75kg/sq,cm) in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand). Note: Fly ash brick of same class confirming to relevant IS code can also be used if clay bricks of designated class are not available. M2 86 0 0.00

14 NS_14 Chicken wire mesh for plaster 18% Providing & fixing chicken wire mesh 24 gauge at junctions of RCC and masonry walls including fixing in position, scaffolding etc. complete as directed by Engineer-in-charge. M2 201 0 0.00

15 NS_15 Groove work in plaster 18% Forming groove of uniform size from 12x12mm and up to 25x15mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications/drawings and direction of Engineer-in-Charge. M 672 0 0.00

16 NS_16 MS sheet box for ceiling Fan 18% Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp with its top surface hacked for proper bonding, top lid shall be screwed into the M.S. sheet box . Clamp shall be made of 12mm dia M.S. bar bent to shape. EA 25 0 0.00

17 NS_17 Vetrifeid wall tiles size 600X600 18% Providing and laying ist quality Vitrified wall tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser, and dado laid on 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size. Size of Tile 600 x 600 mm M2 8 0 0.00

18 NS_18 Vetrifeid wall tiles size 1200X1200 18% Providing and laying Vitrified wall tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser and dado laid on 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size. Size of Tile 600 x 1200 mm M2 12 0 0.00

19 NS_19 SWR pipe 110 mm 18% Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592 Type B of PRICE/SUPREME/FINOLEX or equivalent make for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, 2way/3way junction of any degree,clamps, rubber packing ring, acess door etc. wherever required confirming to IS-14735, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose) (B) 110mm outer dia. M 28 0 0.00

20 NS_20 SWR pipe 75 mm 18% Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592 Type B of PRICE/SUPREME/FINOLEX or equivalent make for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, 2way/3way junction of any degree,clamps, rubber packing ring, acess door etc. wherever required confirming to IS-14735, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose) (B) 75mm outer dia. M 31 0 0.00

21 NS_21 Nahani/floor Trap 18% Providing, fixing, testing and commissioning uPVC SWR self cleaning Nahani trap, plain floor trap/ Multi floor trap etc. confirming to IS-14735 of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete. EA 13 0 0.00

22 NS_22 Window SS jali for sliding 18% Providing and fixing stainless steel 304 grade mesh of average width of aperture 1.4 mm and nominal dia of wire 0.50 mm to uPVC/aluminium windows with suitable beading/clips a as per drawings and as directed by engineer in charge. The uPVC/aluminium section of windows shall be measured under relevant items. Actual area of mesh provided shall be measured for payment. M2 21 0 0.00

toilet sanitary fittings

23 NS_23 WC europian floor mounted with cistern 18% Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with dual flush system, conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid . Make : Hindware model :Cube standard closet -20092 +sleek fresh dual flush tank-510411 or equivalant. EA 6 0 0.00

24 NS_24 urinal with flush 18% Providing and fixing white vitreous china flat back urinal of size 385x325x635 mm with back inlet with auto closing concealed urinal valve with wall flange with necessary fittings (all in C.P. brass) including cutting and making good the walls wherever required complete as per direction by Engineer-in-charge.Make: Jaquar model: URS-WHT-13253N + PRS-CHR-073 or equivalent. Note:- No extra charge for fixing urinal inlet or outlet to the wall. EA 2 0 0.00

25 NS_25 Urinal Partitions 18% Providing and fixing urinal partition in curved shape with frosted Glass with 8 mm thickness with chrome finish as per manufacture specification of size 900X450 mm with necessary fittings SS 304 plates for proper fixing including making good to the walls wherever required complete as per direction of Engineer-In-Charge. Make: Jaquar model: JSE-CHR-110UC450X or equivalent. EA 2 0 0.00

26 NS_26 Under Counter wash basin 18% Providing and fixing premium quality under-counter wash basin of any shape minimum size 605X410X200 mm including Pillar cock auto closing pressmatic Taps Faucet with Click Clack Waste coupling, over flow hole, standard C.P. bottel trap, union, Long Braided Hose and all chrome finish and making necessary holes for fixing of pillar coack with all other fittings and fixtures complete including cuttings and making good the walls and floor wherever required as per manufacturers specification and direction of Engineer-in-charge. Make : Jaquar model :FNS-WHT-40701 +PRS-CHR-031L65+ ALD-CHR-729 + ALD-CHR-769L300X190 + ALD-CHR-803AB or equivalant. EA 4 0 0.00

27 NS_27 Two way bib cock with health fucet 18% Providing and fixing CP Brass 2 way Bib cock with wall flange and Health faucet, flexible hose pipe and wall hook complete. Jaguar FLR-CHR-5041N for Bib cock & ALD-CHR-563 for health facet or equivalent model of approved brands. EA 6 0 0.00

28 NS_28 Angle Valve 18% Providing and fixing premium quality C.P. brass angle valve with cover plate for WCs, Wash basin, health Faucet etc as per approved quality 15 mm nominal bore & as per manufacturers specification and direction of Engineer-in-charge. Make : Jaquar model : FLR-CHR-5053N or equivalant EA 6 0 0.00

29 NS_29 Toilet paper Holder 18% Providing and fixing premium quality C.P. Toilet Paper Holder of standard shape and size complete in all respect as per manufacturers specification and direction of Engineer-in-charge. Make : Jaquar Model: AKP-CHR-35753PS or equivalent. EA 6 0 0.00

30 NS_30 Grab Bar 18% Providing and fixing premium quality C.P. Grab Bar 450 mm long of standard shape and size complete in all respect as per manufacturers specification and direction of Engineer-in-charge. Make : Jaquar Model: AHS-CHR-1503 or equivalent. EA 2 0 0.00

31 NS_31 Stop Coack with Fiitings 18% Providing and fixing premium quality CP Brass concelead stop coack chrome finish with fitting sleeve, operating lever & adjustable wall flange with seal with Concealed Body of Flush Cock Suitable for 25mm Pipe Line with Protection Cap of standard shape as approved quality with all fittings and fixtures complete including cutting and making good the walls complete to in all respect as per manufacturers specification and direction of Engineer-in-charge. Make : Jaquar model :FLR-CHR-5083NK + ALD-081 or equivalant. EA 2 0 0.00

32 NS_32 SS jali for nahani with cockrage trap 18% Providing and fixing 125 mm dia stainless (SS304) matt finsh steel jali (grating) with or without hole consisting four piece system with Cockroach Trap, and frame thickness 1mm & grating thickness 1.5 mm for waste pipe of floor or Nahani trap complete in all respect as per manufacturers specification and direction of Engineer-in-charge. Make : Nirali/Lipka/ Viking/Roca/Jaquar/Kohler or equivalent. EA 10 0 0.00

33 NS_33 CPVC Ball Valve 25 mm dia 18% Providing and fixing CPVC Ball Valve 25 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 2 0 0.00

34 NS_34 CPVC Ball Valve 32 mm dia 18% Providing and fixing CPVC Ball Valve 32 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 2 0 0.00

35 NS_35 CPVC Ball Valve 40 mm dia 18% Providing and fixing CPVC Ball Valve 40 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 1 0 0.00

36 NS_36 CPVC Ball Valve 50 mm dia 18% Providing and fixing CPVC Ball Valve 50 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 2 0 0.00

TOTAL FOR NON-SCHEDULE ITEMS: CIVIL-FOR COMMUNITY CENTER 0.00 0.00

A NON-SCHEDULE ITEMS: CIVIL-FOR FIELD HOSTEL

1 NS_1 Diluting & injecting chemical emulsion for anti termite 18% Diluting and injecting chemical emulsion (to be supplied under other item) for PRE-CONSTRUCTIONAL anti-termite treatment and creating a continuous chemical barrier under and around the columns pits, wall trenches, basement excavation, along the external perimeter of retaining wall, expansion joints, over top surface consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc., complete as per specifications. Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration. (cost of Chlorpyriphos/ Lindane emulsifiable concentrate shall be paid separately. Basement floor slab area of the building only shall be measured for payment) M2 242 0 0.00

2 NS_2 Clay brick tiles for exterior cladding 18% Providing AND fixing machine moulded Clay Brick tiles cladding made up of terracotta colour of size 220-240 x 70-80 x 8-10 mm with the water absorbtion less that 14% to be fixed with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 6 mm average thickness on wall and 7-10 mm thick groove making by required spacer in proper alignment with grouting with white colour/matching pigment exterior tile grout material in required pattern and design and fixing properly on the Exterior walls in proper aligment to give aesthetic texture design as per architectural drawing and at any height as per the directions of engineer - incharge. Make : LT/ J.J.B/ J.m.B/ Pioneer Bricks M2 168 0 0.00

3 NS_3 Exterior texture paint like Precast concrete pattern 18% Providing and applying Texture paint (in concrete texture ) with finishing with,primer, texture material , exterior colour paint of approved make in 3 to 4 millimeter thickness on plastered surface, including Tape Grooves 10-12 mm thickness or as required or as per direction engineer in charge, in all position including preparing the surface, scaffolding at any height etc. complete. the following steps to be carried out. 1) Prepairing and cleaning of the plastered surface. 2) Apply exterior water based cement primer on plastered suface (Make asian paint or equivalent). 3) Apply textural materials by trowel 1st coat (make asian paint archi concrete texture or equivalent). 4) after drying of 1st coat making groove by tape 12 mm width and hole like precast concrete pattern of size as per drawings/manufacturere drawings and as per direction of engineer in charge. 5) Apply Texture materials (make Asian paint archi concrete or equivalent) 2nd coat and making texture like precast concrete pattern. 6) Apply protective coat on texture 1st coat of make asian paint royal play protective coat or equivalent. 7) Apply tinted protective coat make asian paint royal play or equivalent with the help of sponge and roller to give desired texture. 8) after drying remove all the tapes carefully and make sure the texture doest peel off. 9) apply dark colour in grooves and holes carefully and make sure groove paint will not effect the texture. M2 218 0 0.00

4 NS_4 CNC cut alumunium pannels for Duct 18% Designing, Supplying, Assembling / fabricating, Installation, finishing, testing and fixing in position of 4mm thick 6063 T6 Aluminium with Laser / CNC Cut Elevational Panels (Jali design) of approved make, color, shape, size & design and to have monotonous span without joint as per specifications & standards with a warranty of 10 years. Fixing of the same to be done on a supporting frame of 50 mm X 50 mm X 3 mm M.S tube and fixed to building structure as per design through 50mmX50mmX mm 5 mm MS angle cleat prefixed to masonry slab or columns with Hilti make anchor fastener along with all related hardware and fixtures. The panel should then be fixed on the M.S. Tube as per architectural drawings or as directed by Engineer-in-charge. Each panel should be riveted on substructure maintaining a gap of 6mm on all the sides between each Panel for Air circulation and expansion and contraction as per installation specifications provided by the Designer/Contractor. The cost shall include all expenses related to storage, material handling, lifting, freight, labour, scaffolding etc as directed by Engineer-in-charge. The product composition to be Aluminium with extended exterior coatings and with a warranty for coating of 10 years. The assmbly to be fixed using 19mm SS 316 (10mm or 20mm), Coloured 22mm Wafer Head Screws, Aluminium rivets etc complete to the satisfaction of the Architect & Engineer in charge and as per directions. (M.S. Work to be paid separately). M2 40 0 0.00

5 NS_5 Polycarbonated Sheet for Pergolas and Porch Dome 18% Providing fixing & Installation of Atrium Skylights / domes to be made out of coloured Multi-cell heavy duty Polycarbonate Sheets with U.V coating of Lexan or equivalent approved make, 16mm thk of approved colour & design including necessary fixing arrangements, assessories, hardware, bolts etc complete as per manufactures specifications & installation standards as per the technical specifications. (M.S. Work to be paid separately). M2 8 0 0.00

6 NS_6 Sunken filling with 40 mm dia pipe spout 18% Providing and placing cinder/brick bat or any light weight water absorbing materials filling to the sunk floors in toilets/kitchen sunks, well compacted carefully by hand beating to required slopes including consolidation,making hole or core to the beam/wall for providing 40mm dia PVC drain (spout pipe) pipe of required length, pipe should be fixed properly to the beam or wall with water proofing compound with cover the inlet pipe mouth with SS jali and packing with 40/20/10 mm stone aggregate with sufficent quantity. For toilet and Kitchen sunkun portions. M3 6 0 0.00

7 NS_7 filling in plith floor 18% Supplying and filling in plinth with crushed stone sand / river sand under floors, including watering, ramming, consolidating and dressing complete. M3 104 0 0.00

8 NS_8 Brick work up to plinth 18% Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (75kg/sq.cm)in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). Note: Fly ash brick of same class confirming to relevant IS code can also be used if clay bricks of designated class are not available. M3 17 0 0.00

9 NS_9 Brick work above plinth 18% Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (75kg/sq,cm) in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) Note: Fly ash brick of same class confirming to relevant IS code can also be used if clay bricks of designated class are not available. M3 166 0 0.00

10 NS_10 half Brick work above plinth 18% Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (75kg/sq,cm) in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand). Note: Fly ash brick of same class confirming to relevant IS code can also be used if clay bricks of designated class are not available. M2 214 0 0.00

11 NS_11 Chicken wire mesh for plaster 18% Providing & fixing chicken wire mesh 24 gauge at junctions of RCC and masonry walls including fixing in position, scaffolding etc. complete as directed by Engineer-in-charge. M2 39 0 0.00

12 NS_12 Vetrifeid wall tiles size 600X600 18% Providing and laying ist quality Vitrified wall tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser, and dado laid on 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size. Size of Tile 600 x 600 mm M2 34 0 0.00

13 NS_13 Vetrifeid wall tiles size 600X600 antiskid 18% Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to 1S:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size. Size of Tile 600 x 600 mm M2 5 0 0.00

14 NS_14 SWR pipe 110 mm 18% Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592 Type B of PRICE/SUPREME/FINOLEX or equivalent make for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, 2way/3way junction of any degree,clamps, rubber packing ring, acess door etc. wherever required confirming to IS-14735, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose) (B) 110mm outer dia. M 26 0 0.00

15 NS_15 SWR pipe 75 mm 18% Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592 Type B of PRICE/SUPREME/FINOLEX or equivalent make for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, 2way/3way junction of any degree,clamps, rubber packing ring, acess door etc. wherever required confirming to IS-14735, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose) (B) 75mm outer dia. M 21 0 0.00

16 NS_16 Nahani/floor Trap 18% Providing, fixing, testing and commissioning uPVC SWR self cleaning Nahani trap, plain floor trap/ Multi floor trap etc. of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete. make:-supreme/finolex/prince or equivalent. EA 20 0 0.00

17 NS_17 Window SS jali for sliding 18% Providing and fixing stainless steel 304 grade mesh of average width of aperture 1.4 mm and nominal dia of wire 0.50 mm to uPVC/aluminium windows with suitable beading/clips a as per drawings and as directed by engineer in charge. The uPVC/aluminium section of windows shall be measured under relevant items. Actual area of mesh provided shall be measured for payment. M2 29 0 0.00

18 NS_18 MS sheet box for ceiling Fan 18% Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp with its top surface hacked for proper bonding, top lid shall be screwed into the M.S. sheet box . Clamp shall be made of 12mm dia M.S. bar bent to shape. EA 15 0 0.00

19 NS_19 wall Mixer for normal Toilets 18% Providing & Fixing CP Brass Wall mixture of Jaguar Model No. 5281 or equivalent models from other specified brands with standard length bend for overhead shower. EA 8 0 0.00

20 NS_20 Soap Dish for normal Toilets 18% Providing and fixing C.P. brass Soap dish Jaguar Model 1131N or equivalent of approved brands including required screws, rawl plugs etc. complete. EA 9 0 0.00

21 NS_21 Towel Rail for normal toilets 18% P&F CP towel rail 600mm long, 20mm dia of Jaguar Model 1111NN or equivalent of other approved brands EA 9 0 0.00

22 NS_22 Kitchen Sink tape 18% P&F CP Brass wall mounted two in one Sink cock with regular swinging spout & operating knob on right hand side with wall flanges. 15mm Nominal Bore. The Jaguar Make model No. SOL-CHR-6347NSE / Parryware model No. T4635A or equivalent from other specified brands. EA 9 0 0.00

23 NS_23 Parking Tiles 18% Providing and laying parking tiles of minimum 25m thickness over cement mortar bas 1:4 (1 cement : 4 Coarse sand). The tiles shall be of reputed brand like Eurocon or equivalent and having minimum compressive strength of 30 N/Sqmm. M2 47 0 0.00

24 NS_24 Shower Basket small 18% Providing and fixing premium quality CP Brass shower basket small chrome finish of standard shape as approved quality and colour complete in all respect as per manufacturers specification and direction of Engineer-in-charge. Make : Jaquar model :ACN-CHR-1177N or equivalant. EA 8 0 0.00

25 NS_25 Stop Coack with Fiitings 18% Providing and fixing premium quality CP Brass concelead stop coack chrome finish with fitting sleeve, operating lever & adjustable wall flange with seal with Concealed Body of Flush Cock Suitable for 25mm Pipe Line with Protection Cap of standard shape as approved quality with all fittings and fixtures complete including cutting and making good the walls complete to in all respect as per manufacturers specification and direction of Engineer-in-charge. Make : Jaquar model :FUS-CHR-29083K + ALD-081 or equivalant. EA 9 0 0.00

26 NS_26 WC europian floor mounted with cistern 18% Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with dual flush system, conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid . Make : Hindware model :Cube standard closet -20092 +sleek fresh dual flush tank-510411 or equivalant. EA 8 0 0.00

27 NS_27 Two way bib cock with health fucet 18% Providing and fixing CP Brass 2 way Bib cock with wall flange and Health faucet, flexible hose pipe and wall hook complete. Jaguar FLR-CHR-5041N for Bib cock & ALD-CHR-563 for health facet or equivalent model of approved brands. EA 8 0 0.00

28 NS_28 CPVC Ball Valve 25 mm dia 18% Providing and fixing CPVC Ball Valve 25 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 4 0 0.00

29 NS_29 CPVC Ball Valve 32 mm dia 18% Providing and fixing CPVC Ball Valve 32 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 4 0 0.00

30 NS_30 CPVC Ball Valve 40 mm dia 18% Providing and fixing CPVC Ball Valve 40 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 5 0 0.00

31 NS_31 CPVC Ball Valve 50 mm dia 18% Providing and fixing CPVC Ball Valve 50 mm dia with lever arm conforming to SDR 11 pressure class as per ASTM D – 2846 of PRICE/SUPREME/FINOLEX or equivalent make joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing etc. complete at all levels. EA 2 0 0.00

32 NS_32 SS jali for nahani for toilet with cockrage trap 18% Providing and fixing 125 mm dia stainless (SS304) matt finsh steel jali (grating) with or without hole consisting four piece system with Cockroach Trap, and frame thickness 1mm & grating thickness 1.5 mm for waste pipe of floor or Nahani trap complete in all respect as per manufacturers specification and direction of Engineer-in-charge. Make : Nirali/Lipka/ Viking/Roca/Jaquar/Kohler or equivalent. EA 16 0 0.00

TOTAL FOR NON-SCHEDULE ITEMS: CIVIL-FOR FIELD HOSTEL 0.00 0.00

B NON-SCHEDULE ITEMS:ELECTRICAL FOR COMMUNITY CENTER

1 NS_1 10W 2 feet Bollard Light 18% Supply, installation, connection, testing and commissioning of 10W 2 FEET BOLLARD LIGHT fitting ( Similar to Wipro Fantasy Bollard LED LB14) EA 20 0 0.00

2 NS_2 7W to 9W LED above mirror Light 18% Supplying and erecting LED mirror light with integrated driver including 7W to 9W lamp with polycarbonate housing and opal diffuser to be fixed above mirror or as required on clamps complete .( Similar to Murphy 6W 3-IN-1 Rose Gold Finish Mirror Light) EA 3 0 0.00

3 NS_3 10W LED Decorative light 18% Supplying and erecting 10W LED decorative spike light Fitting ( Similar toPhilips Garden Spike 919215851215) EA 15 0 0.00

4 NS_4 15w Down light 18% Supply, installation, connection, testing and commissioning of LED square / circular 15W down lighter having pressure die-cast aluminium housing, opal translucent cover, mounting arrangement with board for surface type or spring loaded mounting clips for flush type complete. ( Similar to Murphy MLDL-CBLS-15CW-1) EA 239 0 0.00

5 NS_5 Ceiling Fan 18% Supply, installation, connection, testing and commissioning of Five Star Rated Energy Saving Ceiling Fan (4'/1200 mm dia) along with necessary hardware & accessories, etc. ( Similar to Havells Aspire FSCAPSTMSB48) EA 28 0 0.00

6 NS_6 LED Strip Light 5W/M 18% Supply, installation, connection, testing and commissioning of LED strip light 5W/m for surface type or flush type. ( Similar to Murphy LED ROPE LIGHT 120 LED Warm White) M 105 0 0.00

7 NS_7 5W Down Light 18% Supply, installation, connection, testing and commissioning of LED circular 5W down lighter having pressure die-cast aluminium housing, mounting arrangement with board for surface type or spring loaded mounting clips for flush type complete. ( Similar to Murphy MLAC-COB-CRYSTAL-BL-ROSE-GOLD-6W-WW-01) EA 26 0 0.00

8 NS_8 5W outdoor LED Decorative light 18% Supplying and erecting decorative Outdoor Wall Mount 5W LED luminaire Fitting EA 25 0 0.00

9 NS_9 Exaust Fan Heavy duty 250V 18% Supply, installation, connection, testing and commissioning of Exhaust fan of light duty250 V A.C. 50 cycles 225mm. 1400 RPM rust proof body & blades, wiremesh, duly erected in an approved manner and marking .( Similar to Havells Ventil Air DX 250mm) EA 8 0 0.00

10 NS_10 180W heavy duty Fan 18% Supply, installation, connection, testing and commissioning of 180W heavy duty fan of 250 V A.C. 50 cycles 600mm. Metal blade rust proof body & blades, duly erected in an approved manner and marking .( Similar to Almonard 180 W Fan) EA 14 0 0.00

11 NS_11 300W LED Flood light 18% Supply, installation, connection, testing and commissioning of 300W LED circular flood light having pressure die-cast aluminium housing, mounting arrangement with board for surface type installation ( Similar to Syska Led Flood Light BLE Model 300W) EA 12 0 0.00

12 NS_12 T8 LED Tube Light 18% Supply, installation, connection, testing and commissioning of T8 LED 20W 4 feet tube light fitting with aluminium housing, heat sink, integrated HF electronic driver complete (THD<15%)( including lamp). ( Similar to Philips Slimline Super Bright LED Tube Light 919415920162) M 3 0 0.00

13 NS_13 XLPE , FRLS, 3½ C x 95 sq.mm aluminium Conductor 18% Supply, laying and testing of 1.1 kV grade, XLPE , FRLS, 3½ C x 95 sq.mm aluminium conductor armoud cable with continuous 5.48 sq mm (12 SWG) G.I. earth wire on already installed cable trays or drawn in pipes , with neccessory hardwares etc. . EA 105 0 0.00

14 NS_14 XLPE , FRLS, 4 C x 16 sq.mm copper conductor 18% Supply, laying and testing of 1.1 kV grade, XLPE , FRLS, 4 C x 16 sq.mm copper conductor armoud cable with continuous 5.48 sq mm (12 SWG) G.I. earth wire on already installed cable trays or drawn in pipes , with neccessory hardwares etc. . EA 100 0 0.00

15 NS_15 XLPE , FRLS, 3 C x 10 sq.mm copper conductor 18% Supply, laying and testing of 1.1 kV grade, XLPE , FRLS, 3 C x 10 sq.mm copper conductor armoud cable with continuous 5.48 sq mm (12 SWG) G.I. earth wire on already installed cable trays or drawn in pipes , with neccessory hardwares etc. . EA 74 0 0.00

16 NS_16 XLPE , FRLS, 3 C x 2.5 sq.mm copper conductor 18% Supply, laying and testing of 1.1 kV grade, XLPE , FRLS, 3 C x 2.5 sq.mm copper conductor armoud cable with continuous 5.48 sq mm (12 SWG) G.I. earth wire on already installed cable trays or drawn in pipes , with neccessory hardwares etc. . EA 630 0 0.00

17 NS_17 LA Spike 18% Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation in an approved manner,and accessories required to complete . EA 13 0 0.00

18 NS_18 Earth Pit 18% Supply, Installation, Testing and commissioning of UL Certified / CPRI Tested Maintenance Free GI Earth Pit With 76 mm pipe in pipe technology 3 mtr long + BFC 25KG fill up the excavated earth with required quantity having 300X300mm brick masonary chamber with MS coverplate for inspection.(Civil work paid sepeartely) EA 14 0 0.00

19 NS_19 25 x 6 mm GI strip earth strip 18% Supply, Installation, Testing and commissioning of 25 x 6 mm GI strip earth strip on wall, underground with nut, bolt, clamp etc with neccessory fixing arrangement . M 710 0 0.00

20 NS_20 32x 6 mm GI strips earth strip 18% Supply, Installation, Testing and commissioning of 32x 6 mm GI strips earth strip on wall, underground with nut, bolt, clamp etc with neccessory fixing arrangement . EA 300 0 0.00

21 NS_21 AC 1.5 T 18% Supplying, installing, testing and commissioning split type variable speed Inverter technology room Air conditioning unit 1.5 TR capacity having ISEER minimum 4.50 suitable to operate on250V, 50 cycles, A.C. supply having 1 no of air handling unit hiwall / floor mounting type complete with refrigerant R410 A/R32 and copper condensor at position. as per technical specifications and directions of PMC/IOCL. EA 9 0 0.00

22 NS_22 POWER Pannel 18% Supplying, installing, testing and commissioning of Main Power Panel as per SLD M 1 0 0.00

TOTAL FOR NON-SCHEDULE ITEMS: Electrical FOR COMMUNITY CENTER 0.00 0.00

B NON-SCHEDULE ITEMS:ELECTRICAL FOR FIELD HOSTEL

1 NS_1 6W Bulkhead Reading light 18% Supply, installation, connection, testing and commissioning of Bulkhead Reading Light fitting suitable for upto LED upto 6W fixed on wall.( Similar to Philips1H BW02) EA 17 0 0.00

2 NS_2 7W to 9W LED above Mirror light 18% Supplying and erecting LED mirror light with integrated driver including 7W to 9W lamp with polycarbonate housing and opal diffuser to be fixed above mirror or as required on clamps complete .( Similar to Murphy 6W 3-IN-1 Rose Gold Finish Mirror Light) EA 18 0 0.00

3 NS_3 5W LED Decorative wall mount light 18% Supplying and erecting decorative indoor Wall Mount 5W LED luminaire Fitting ( Similar to Murphy MLDL-COB-CURVED-2WAY-WW-01) EA 21 0 0.00

4 NS_4 15W LED Down Light 18% Supply, installation, connection, testing and commissioning of LED square / circular 15W down lighter having pressure die-cast aluminium housing, opal translucent cover, mounting arrangement with board for surface type or spring loaded mounting clips for flush type complete. ( Similar to Murphy MLDL-CBLS-15CW-1) EA 116 0 0.00

5 NS_5 Ceiling Fan 18% Supply, installation, connection, testing and commissioning of Five Star Rated Energy Saving Ceiling Fan (4'/1200 mm dia) along with necessary hardware & accessories, etc. ( Similar to Havells Aspire FSCAPSTMSB48) EA 16 0 0.00

6 NS_6 LED Strip Light 5W/m 18% Supply, installation, connection, testing and commissioning of LED strip light 5W/m for surface type or flush type. ( Similar to Murphy LED ROPE LIGHT 120 LED Warm White) M 215 0 0.00

7 NS_7 60W LED Outdoor light 18% Supply, installation, connection, testing and commissioning of 60W LED Outdoor Compound Wall Light.Outdoor Compound ( Similar to Inventaa Bloom LED Gate Light Warm White) EA 5 0 0.00

8 NS_8 5W LED outdoor Light 18% Supplying and erecting decorative Outdoor Wall Mount 5W LED luminaire Fitting ( Similar to Murphy MLDL-COB-CURVED-4WAY-WW-01) EA 13 0 0.00

9 NS_9 Exaust Fan Light duty 250V 18% Supply, installation, connection, testing and commissioning of Exhaust fan of light duty250 V A.C. 50 cycles 225mm. 1400 RPM rust proof body & blades, wiremesh, duly erected in an approved manner and marking .( Similar to Havells Ventil Air DX 250mm) EA 9 0 0.00

10 NS_10 Exaust Fan Heavy duty 250V 18% Supply, installation, connection, testing and commissioning of Exhaust fan of heavy duty250 V A.C. 50 cycles 450mm. 1400 RPM rust proof body & blades, wiremesh, duly erected in an approved manner and marking. ( Similar to Havells Turboforce 450mm) EA 1 0 0.00

11 NS_11 Call bell 18% Supply, installation, connection, testing and commissioning of Ding Dong / electronic musical type call bell with heavy duty coil suitable to operate on 230V A.C. supply erected on polished double wooden block/sunmica block of suitable size. ( Similar to Panasonic Penta Ding Dong Door Bell) EA 9 0 0.00

12 NS_12 Telephone cable 0.9/0.6 Sq.mm 18% Supplying & erecting 10 pairs x 0.5 mm dia PVC insulated armoured telephone cable 0.9/0.6 sq.mm PVC Sheathed solid tinned copper conductor cable laid in provided trench/ cable tray . M 84 0 0.00

13 NS_13 20Pair Telephone Box 18% Supply, installation, testing and commissioning of indoor type 20 Pair telephone distribution box with suitable S.S. frame for mounting tag module, Krone module and incorporated in 16 SWG MS box with proper lockable cover. The box should be fixed on wall with suitable fasteners including painting & earthing. This also includes fixing the cable, distribution chart sufficient space for the cables, wires etc. . EA 1 0 0.00

14 NS_14 32 Extensions 18% Supplying and installing, testing & commissioning of 32 extensions complete.( Similar to EPABX CCL 232 Epabx) EA 1 0 0.00

15 NS_15 Push button telephone with caller ID 18% Supplying, installing, testing & commissioning approved type Push button telephone instrument desk top/wall mount with caller ID unit of approved make . ( Similar to Beetel M59) EA 1 0 0.00

16 NS_16 Push button telephone 18% Supplying, installing, testing & commissioning approved type Push button telephone instrument desk top/wall mount unit of approved make .( Similar to Beetel B17) EA 14 0 0.00

17 NS_17 12U wall mounted network rack 18% Supply & installation of 12U wall mounted network rack alongwith all necessary hardware & accessories, etc.complete as required . EA 1 0 0.00

18 NS_18 24 port Gigabit L2 switch 18% Supplying and fixing 24-port Pure-Gigabit L2 Managed Switch, 12 Gigabit SFP slots, 4 Combo Gigabit LAN ports in provided U Rack complete. ( Similar to TP-LINK TL-SG5412F) EA 1 0 0.00

19 NS_19 TV cable RG-11 18% Supplying and drawing co-axial TV cable RG-11 grade, solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit . M 126 0 0.00

20 NS_20 4-way Splitter box for TV 18% Supply & installation of 4-way Splitter box for TV cable termination including all necessary hardware, accessories, etc. . EA 12 0 0.00

21 NS_21 T8 LED 20W 4 feet tube ligh 18% Supply, installation, connection, testing and commissioning of T8 LED 20W 4 feet tube light fitting with aluminium housing, heat sink, integrated HF electronic driver complete (THD<15%)( including lamp). ( Similar to Philips Slimline Super Bright LED Tube Light 919415920162) EA 2 0 0.00

22 NS_22 FRLS, 3½ C x 70 sq.mm 18% Supply, laying and testing of 1.1 kV grade, XLPE , FRLS, 3½ C x 70 sq.mm aluminium conductor armoud cable with continuous 5.48 sq mm (12 SWG) G.I. earth wire on already installed cable trays or drawn in pipes , with neccessory hardwares etc. . M 100 0 0.00

23 NS_23 LA Spike 18% Supplying & erecting conventional spike type air termination suitable to carry lightning stroke made up of heavy gauge 40 mm dia copper pipe of standard length with 5 Nos. copper spikes fixed on copper ball as air terminals duly threaded in copper pipe erected on provided foundation in an approved manner,and accessories required to complete . EA 1 0 0.00

24 NS_24 EARTH PIT 18% Supply, Installation, Testing and commissioning of UL Certified / CPRI Tested Maintenance Free GI Earth Pit With 76 mm pipe in pipe technology 3 mtr long + BFC 25KG fill up the excavated earth with required quantity having 300X300mm brick masonary chamber with MS coverplate for inspection. (Civil Work paid seperately) EA 4 0 0.00

25 NS_25 25 x 6 mm GI strip earth 18% Supply, Installation, Testing and commissioning of 25 x 6 mm GI strip earth strip on wall, underground with nut, bolt, clamp etc with neccessory fixing arrangement . M 315 0 0.00

26 NS_26 32x 6 mm GI strips earth 18% Supply, Installation, Testing and commissioning of 32x 6 mm GI strips earth strip on wall, underground with nut, bolt, clamp etc with neccessory fixing arrangement . M 106 0 0.00

27 NS_27 AC 2TR 18% Supplying, installing, testing and commissioning split type variable speed inverter technology room Air conditioning unit 2 TR capacity having ISEER minimum 4.50 suitable to operate on 250V, 50 cycles, A.C. supply having 1 no. of air handling unit hi-wall/ floor mounting type complete with Refrigerants R410 A /R32 and copper condenser at position. as per technical specifications Set 1 0 0.00

28 NS_28 AC 1.5TR 18% Supplying, installing, testing and commissioning split type variable speed Inverter technology room Air conditioning unit 1.5 TR capacity having ISEER minimum 4.50 suitable to operate on250V, 50 cycles, A.C. supply having 1 no of air handling unit hiwall / floor mounting type complete with refrigerant R410 A/R32 and copper condensor at position. as per technical specifications Set 8 0 0.00

29 NS_29 6W LED Study Table Lamp 18% Supply, installation, connection, testing and commissioning of 6W LED Study Table Lamp suitable for Table standing. ( Similar to Philips Orbit Desk Light 919215850922) EA 9 0 0.00

30 NS_30 Gyser 10L capacity 18% Supply, installation, connection, testing and commissioning of Storage Water Heater 10L - Free Standard Installation & Pipes, 5 Star Rated, ABS Body Vertical Geyser ( Similar toRacold BUONO PRO 10L) EA 9 0 0.00

TOTAL FOR NON-SCHEDULE ITEMS: Electrical FOR FIELD HOSTEL 0.00 0.00

Total of Non-Schedule Items- Civil and E&M (Schedule - II) False

As all the line items are Left Blank the bid is considered as Non-responsive

Package-B for Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(GRAND SUMMARY)

Bidder’s Name and Address (Sole Bidder) : To:

Name : 0 Contract Services

Address : 0 Power Grid Corporation of India Ltd.,

0 Southern Region Transmission system -I

0 Kavadiguda Main Raod,

Secunderabad - 500080

Sl. No. Description Total Price (INR)

1.1 TOTAL SCHEDULE NO. I

Supply & Installation Charges- Schedule Civil Items for Package-B for Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

1.2 TOTAL SCHEDULE NO. II

Supply & Installation Charges- Non-Schedule Civil Items for Package-B for Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

I Total of Service/Installation Charge (ITEMS TAB: Item 01 INSTALLATION FOR DCB (INR) : SRM ATB for BID PRICE SUMMARY Statement ) Non-responsive Bid

GST on Schedule-I

GST on Schedule-II

Total GST for BID PRICE SUMMARY Statement ) Non-responsive Bid

III GRAND TOTAL Non-responsive Bid

Date : Printed Name : 0.00

Place : 0 Designation : 0.00

Specification No: Ref: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) (Pkg-B) Bid Form 2nd Envelope

BID FORM (Second Envelope)

Bid Proposal Ref. No.

Contract Services

Power Grid Corporation of India Ltd.,

Southern Region Transmission System-I

Name of Contract : Package-B for Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Dear Ladies and/or Gentlemen,

1.0 In continuation of First Envelope of our Bid, we hereby submit the Second Envelope of the Bid, both of which shall be read together and in conjunction with each other, and shall be construed as an integral part of our Bid. Accordingly, we the undersigned, offer to undertake the above-named package in full conformity with the said Bidding Documents for the sum of Rs. Non-responsive Bid /- only or such other sums as may be determined in accordance with the terms and conditions of the Bidding Documents. In continuation of First Envelope of our Bid, we hereby submit the Second Envelope of the Bid, both of which shall be read together and in conjunction with each other, and shall be construed as an integral part of our Bid. Accordingly, we the undersigned, offer to undertake the above-named package in full conformity with the said Bidding Documents for the sum of Rs. /- only or such other sums as may be determined in accordance with the terms and conditions of the Bidding Documents. Non-responsive Bid

Sch-1 Schedules Items as per DSR 2021 excluding GST

Sch-2 Non-Scheduled Items

Sch-3 Grand Summary

2.3 We declare that as specified in Clause 4.6, ITB, Vol.-IA of the Bidding Documents, the prices of all the Services to be supplied under this contract shall be FIRM and doesnot subject to any price adjustment as per relevant clauses in bidding document.

3.0 We confirm that except as otherwise specifically provided our Bid Prices in this Second Envelope include all taxes, duties, levies and charges as may be assessed on us/our Associate (applicable for Foreign Bidder), our Sub-Contractor/Sub-Vendor or their employees by all municipal, state or national government authorities in connection with the Facilities, in and outside of India.

3.1 100% of applicable Taxes and Duties i.e GST , which are payable by the Employer under the Contract, shall be reimbursed by the Employer on production of satisfactory documentary evidence by the Contractor in accordance with the provisions of the Bidding Documents.

3.3 We confirm that we have also registered/we shall also get registered in the GST Network with a GSTIN, in all the states where the project is located and the states from which we shall make our supply of goods.

4.0 # (For Joint Venture only) We, the partners of Joint Venture submitting this bid, do agree and confirm that in case of Award of Contract on the Joint Venture, we shall be jointly and severally liable and responsible for the execution of the Contract in accordance with Contract terms and conditions.

5.0 We, hereby, declare that only the persons or firms interested in this proposal as principals are named here and that no other persons or firms other than those mentioned herein have any interest in this proposal or in the Contract to be entered into, if the award is made on us, that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.

Thanking you, we remain,

Yours faithfully,

For and on behalf of

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Please provide additional information of the Bidder

Business Address :

Country of Incorporation :

State/Province to be indicated :

Name of Principal Officer :

Address of Principal Officer :

Note: Bidders may note that no prescribed proforma has been enclosed for Attachment 2 : Power of Attorney. Bidders may use their own proforma for furnishing the required information with the bid.

AAABBABABAA' General guidelines for filling up the Attachments

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240)

1 Fill up only green shaded cells in the relevent attachments.

2 Attachments 3, 4, 5, 6, 7, 8, 9, 11, 13 and Bid Form for 1st Envelope are included here.

3 Attachment 1 Bid Security : To be submitted as per proforma provided in the Bidding Document.

4 Attachment 2 Power of Attorney : No specific format is provided by POWERGRID. Bidder may use their own format.

8 Attachment 20: Unequivocal consent of the proposed Associate(s) for the purpose of executing the 'Second Contract' and /or 'Third Contract' as an independent Contractor (applicable to foreign bidder) : No specific format is provided by POWERGRID. Bidder may use their own format.

9 Attachment 21: Capacity, Capability and Experience of Proposed Associate(s) (applicable for foreign bidder) : No specific format is provided by POWERGRID. Bidder may use their own format.

पावर ग्रिड कारपोरेशन ऑफ इण्डिया लिमिटेड

(भारत सरकार का उद्यम)

Power Grid Corporation of India Limited

(A Government of India Enterprises)

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) Sole Bidder

Enter the details of the bidder below:

Specify type of Bidder Sole Bidder 1

2 or more 2 or more

Name of the Bidder 1

Address of Registered Office 2 or more

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-3 (QR)

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(Qualifying Requirement Data)

Bidders Name & Address To

Name: 0 Sr.GM(C&M)

Address: 0 Contracts & Materials Department

0 Power Grid Corporation of India Ltd.,

0 Kavadiguda Main Road,

Secunderabad - 500 080

In support of the Qualification Requirements (QR) for bidders, stipulated in Section-III of the Bidding Documents, we furnish herewith our QR data/details/documents etc. along with other information, as follows (The QR stipulations have been reproduced in italics for ready reference, however, in case of any discrepancy the QR as given in Section-III shall prevail).

We are furnishing the following details/document in support of Qualifying requirement for the subject package.

A Attached copies of original documents defining :

a) The constitution or legal status; 1

b) The principal place of business; 2 or more

c) The place of incorporation (for bidders who are corporations); or the place of registration and the nationality of the Owners (for applicants who are partnerships or individually-owned firms).

B Attached original & copies of the following documents :

a) Written power of attorney of the signatory of the Bid to commit the bidder.

1.0 GENERAL INFORMATION

Bidder is required to provide general information as per the following format.

S No. Particulars For Individual Firm

1 Name of the Firm

2 Head Office/ Registered Office Address

5 Contact Person

6 Place of Incorporation/ Registration

7 Year of Incorporation/ Registration

8 Nationality of the Agency

[Necessary documents to eatablish legal status of the bidder should be uploaded with the bid]

2.0 TECHNICAL REQUIREMENTS {Reference Section-III}

2.1 Bidder who wish to participate in the tender should have executed and successfully completed similar nature of works for any State/Central Govt. departments/ undertakings/reputed private organizations during last Five years as on the originally scheduled date of bid opening (i) One similar work of value not less than Rs.387.14 Lakhs or (ii) Two similar works, each of value not less than Rs.241.96 Lakhs or (iii) Three similar works, each of value not less than Rs.193.57 Lakhs

2.2 Format for the Bidder for indicating its technical experience (in support of meeting the requirement of para 2.1 above is to be furnished, as applicable, using this format]

Name of the Bidder

1 Name of Contract:

2 Contract Reference No. & Date of Award

3 Name and Address of the Employer/Utility by whom the Contract was awarded

4 Scope of work executed under the above contract

5 Date of Completion of works under the Contract

6 Total Value of work executed (Rs.)

7 Details of documents furnished in the Bid, in support of the aforesaid data/details/informations

Name of the Bidder

1 Name of Contract:

2 Contract Reference No. & Date of Award

3 Name and Address of the Employer/Utility by whom the Contract was awarded

4 Scope of work executed under the above contract

5 Date of Completion of works under the Contract

6 Total Value of work executed (Rs.)

7 Details of documents furnished in the Bid, in support of the aforesaid data/details/informations

Name of the Bidder

1 Name of Contract:

2 Contract Reference No. & Date of Award

3 Name and Address of the Employer/Utility by whom the Contract was awarded

4 Scope of work executed under the above contract

5 Date of Completion of works under the Contract

6 Total Value of work executed (Rs.)

7 Details of documents furnished in the Bid, in support of the aforesaid data/details/informations

3.0 FINANCIAL REQUIREMENTS {Reference Section-III}

a) The Minimum Annual Average Turnover*(MAAT) of the bidder for the best three (3) financial years out of the preceding five (5) financial years shall be Rs.483.93 Lakhs. * Note- “Annual gross revenue from operation/gross operating income as incorporated in the profit &loss account excluding other income”.

Note: In case the bidder is a holding company, the Financial Position criteria referred to in clause 2.0 above shall be that of holding company only (i.e. excluding its subsidiary / group companies). In case bidder is a subsidiary of a holding company, the Financial Position criteria referred to in clause 2.0 above shall be that of subsidiary company only (i.e. excluding its holding company).

RELAXATION FOR MSME BIDDERS MSMEsˆ / START Ups^-: All MSE bidders are exempted from meeting MAAT requirement. Further, START UPs meeting the specified requirements at para 2.0 above shall also be considered qualified if they meet 80% (Eighty percent) of the requirements as specified at para 2.0 above in a financial position.

3.2 Format for the Bidder for indicating its Financial Criteria (in support of meeting the requirement of para 3.1 above is to be furnished, as applicable, using this format]

Financial Year Turnover

Details of documents furnished in the Bid, in support of the aforesaid data/details/informations

(Use separate sheet for each experience/ Contract)

Date : 00-Jan-00 Printed Name : 0

Place : 00-Jan-00 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-4

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(Alternative, Deviations and Exceptions to the Provisions)

Bidders Name & Address To

Name : 0 Sr.GM(C&M)

Address : 0 Contracts & Materials Department

0 Power Grid Corporation of India Ltd.,

0 Kavadiguda Main Road,

The bidder shall itemize any deviation from the Specifications included in his bid. Each item shall be listed (separate sheets may be used and enclosed with this Attachment) with the following information:

Sl. No. Reference clause in the Specifications Deviation Reason for change The change in Bid Prices if the deviation is withdrawn and the Bidder conforms to the Specifications

Any proposed deviation will be applicable only for the bidder whose bid is substantially responsive in accordance with Clause 22, Section ITB, Vol. I of the bidding documents. If a bid is not substantially responsive, it will be rejected and may not subsequently be made responsive by the bidder by correction of the non-conformity.

The above deviations and variations are exhaustive. We confirm that we shall withdraw the deviations proposed by us at the cost of withdrawal indicated in this attachment, failing which our bid may be rejected and Bid Security forfeited.

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-4

(Alternative, Deviations and Exceptions to the Provisions)

Sl. No. Reference clause in the Specifications Deviation Cost of withdrawal of the deviation

Date : 00-Jan-00 Printed Name : 0

Place : 00-Jan-00 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-5

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(Work Completion Schedule)

Bidders Name & Address To

Name : 0 Sr.GM(C&M)

Address : 0 Contracts & Materials Department

0 Power Grid Corporation of India Ltd.,

0 Kavadiguda Main Road,

We hereby declare that the following Work Completion Schedule shall be followed by us in furnishing and installation of the subject package i.e., Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B for the period commencing from the effective date of Contract to us :

Sl. No. Description of Work Period in months from the effective date of Contract

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Note: Bidders to enclose a detailed network covering all the activities to be undertaken for completion of the project indicating key dates for various milestones for each phase constituent-wise

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-6

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(Information regarding Ex-employees of POWERGRID in our Organisation)

Bidders Name & Address To

Name : 0 Sr.GM(C&M)

Address : 0 Contracts & Materials Department

0 Power Grid Corporation of India Ltd.,

0 Kavadiguda Main Road,

We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Note: The information in similar format should be furnished for each partner of joint venture in case of joint venture bid.

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-6

(Information regarding Ex-employees of POWERGRID in our Organisation)

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-6

(Information regarding Ex-employees of POWERGRID in our Organisation)

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : 00-Jan-00 Printed Name : 0

Place : 00-Jan-00 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-7

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(Declaration regarding Social Accountability)

Bidders Name & Address To

Name : 0 Sr.GM(C&M)

Address : 0 Contracts & Materials Department

0 Power Grid Corporation of India Ltd.,

0 Kavadiguda Main Road,

We conform that we stand committed to comply to all requirements of Social Accountability Standards i.e., SA8000 (latest Standard available at www.sa-intl.org) and maintain the necessary records.

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) Attachment-8

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise)

Bidder’s Name and Address (Bidder) : To:

Contract & Material

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Southern Region -I Headquarters

0 Kavadiguda Main Road

0 Secunderabad - 500080 (Telangana)

I. We have read the provision in the Bidding Documents regarding furnishing the option for advance payment.

Accordingly, as per ITB Clause 9.3 as provided in Section BDS, Section III, Vol.-I of the Bidding Documents,

we hereby confirm to opt the following:

Interest Bearing Initial Advance: Supply Portion

(Select from drop down list)

We are furnishing the following details of Statutory Registration Numbers and details of Bank for electronic payment.

1. Name of the Supplier/ Contractor in whose favour payment is to be made 0

2. Address with PIN Code and State

Registered Office:

Correspondence Address:

3. Status – Company/others <---Please select type of Bidder

[Declaration of Micro/ Small/ Medium Enterprise under Micro/ Small & Medium Enterprises Development Act 2006, if applicable] <--- Please select appropriate option

4. Permanent Account (PAN) No.

5. GSTIN in the States/UT where the supply for services take place (states where sites under the subject package is situated)

6 Name of the States/UT GSTIN number

a Andhra Pradesh

9. PF Registration No. of the Company

10. PF Regional Office covered (with Address)

11. Name of Contact Person

12. Telephone No(s)

13. Bank Details for Electronic Payment

Name of the Bank:

Address of Branch:

Type of Account: Current Account Saving Account Current Account

14. 9 digit MICR code printed at bottom in middle, next to cheque no.

15. IFSC (for RTGS)/NEFT Code (to be obtained from the Bank) Sample Cancelled Cheque to be enclosed

We hereby declare that the above information are true and correct and we agree that the payment on account of this Contract, in the event of award, be made in the above account maintained in the above mentioned Bank.

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-9

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(Additional Information)

Bidder’s Name and Address (Bidder) : To

Name : 0 Contract & Material

Address : 0 Power Grid Corporation of India Ltd.,

0 Southern Region -I Headquarters

0 Kavadiguda Main Road

Secunderabad - 500080 (Telangana)

In support of the additional information required as per ITB Sub-Clause 9.3 (i) of the Bidding Documents, we furnish herewith our data/details/documents etc., alongwith other information, as follows (the stipulations have been reproduced in italics for ready reference):

1.0 The Bidder shall furnish

Certificate from their Banker(s) (as per prescribed formats in Form 16, Section-VI: Sample Forms and Procedures) indicating various fund based/non fund based limits sanctioned to the Bidder and the extent of utilization as on date. Such certificate should have been issued not earlier than three months prior to the date of bid opening. Wherever necessary the Employer may make queries with the Bidders’ Bankers. [Reference ITB clause 9.3(p)(i)]

1.1 In accordance with 1.0, certificate(s) from banker as per requisite format, indicating various fund based/non fund based limits sanctioned to the bidder or each member of the joint venture and the extent of utilization as on date is/are enclosed, as per the following details:

Name of the Bidder : 0 1

Name of the Banker by whom certificate issued 2 or more

Date of certificate (should not be earlier than 3 months prior to date of bid opening)

Whether fund based/non fund based limits are indicated in the certificate

Whether extent of utilization is indicated in the certificate

1.2 The Bidder should accordingly also provide the following information/documents

(i) Details of Banker:

Address of Banker

Contact Name and Title

(ii) As per para 1.0, Authorization Letter(s) from the bidder addressed to the Banker(s), authorizing POWERGRID to seek queries about the bidder with the Banker(s) and advising the Banker(s) to reply the same promptly, is/are enclosed as per following details:

Sl. No. Letter Ref. Date Addressed to (name of the Bank)

1.0 Litigation History

The bidder should provide detailed information on any litigation or arbitration arising out of contracts completed or under execution by it over the last five years. A consistent history of awards involving litigation against the Bidder may result in rejection of Bid.

1.1 Details of litigation history resulting from Contracts completed or under execution by the bidder over the last five years. A consistent history of awards invlolving litigation against the Bidder may result in rejection of Bid.

Year Name of client, cause of litigation/arbitration and matter in dispute Details of Contract and date Award for or against the bidder Disputed amount

3.0 Description of the plant for carrying out the work

Bidders should provide information of the plant(s) for carrying out the work including the proposal of manufacturing methods in sufficient detail to demonstrate the adequacy of the bidder’s proposals to meet the technical specification.

3.0 OTHER INFORMATION

3.1 Current Contract Commitments of works in progress

Bidders should provide information on their current commitments on all contracts that have been awarded, or for which a letter of intent or acceptance has been received, or for contracts approaching completion, but for which an unqualified, full completion certificate has yet to be issued.

Details of Contract Value of outstanding work (Rs.) Estimated completion date

3.2 Financial Data:

Figures Rs in Million

Details Actual (Previous five years) Projection for next five years

Total Liability

Current Liability

Profit before taxes

Profit after taxes

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-10

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Bidders Name & Address To

Name : 0 Sr.GM(C&M)

Address : 0 Contracts & Materials Department

0 Power Grid Corporation of India Ltd.,

0 Kavadiguda Main Road,

Integrity Pact - separately attached herewith in Volume-III.

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Instruction for printing & submitting Integrity Pact

1. The requisite format of Integrity Pact is getting generated automatically and displayed here below.

2. Take print out of first page on a non-judicial stamp paper of Rs. 100/- and other seven pages on plain A4 size paper. Such two sets shall be prepared by the bidder.

3. All the pages of both the copies of the Integrity Pact shall be signed by the authorised representative of the bidder and duly stamped.

4. Both the original copies shall be submitted by the bidder in the form of Hard Copy as part of the first envelope before due date & time of submission of the bid.

5. For further details bidders may please refer ITB Clause 9.3 (n).

Between #REF! #REF!

Power Grid Corporation of India Limited #REF! #REF!

having its Registered Office at B-9, Qutab Institutional Area, Katwaria Sarai, New Delhi – 110016 hereinafter referred to as #REF! #REF!

"POWERGRID", #REF! #REF!

0 1 having its Registered Office at ,

hereinafter referred to as

"The Bidder/Contractor"

POWERGRID intends to award, under laid-down organisational procedures, contract(s) for Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 1 of 8

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B Package and Specification Number Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) POWERGRID values full compliance with all relevant laws and regulations, and the principles of economical use of resources, and of fairness and transparency in its relations with its Bidders/ Contractors.

In order to achieve these goals, POWERGRID and the above named Bidder/Contractor enter into this agreement called 'Integrity Pact' which will form a part of the bid.

It is hereby agreed by and between the parties as under:

Section I - Commitments of POWERGRID

(1) POWERGRID commits itself to take all measures necessary to prevent corruption and to observe the following principles :

a) No employee of POWERGRID, personally or through family members, will in connection with the tender, or the execution of the contract, demand, take a promise for or accept, for him/herself or third person, any material or other benefit which he/she is not legally entitled to.

b) POWERGRID will, during the tender process treat all Bidder(s) with equity and fairness. POWERGRID will in particular, before and during the tender process, provide to all Bidder(s) the same information and will not provide to any Bidder(s) confidential/ additional information through which the Bidder(s) could obtain an advantage in relation to the tender process or the contract execution.

c) POWERGRID will exclude from evaluation of Bids its such employee(s) who has any personnel interest in the Companies/Agencies participating in the Bidding/Tendering process.

(2) If Chairman and Managing Director obtains information on the conduct of any employee of POWERGRID which is a criminal offence under the relevant Anti-Corruption Laws of India, or if there be a substantive suspicion in this regard, he will inform its Chief Vigilance Officer and in addition can initiate disciplinary actions under its Rules.

Section II - Commitments of the Bidder/Contractor

(1) The Bidder/Contractor commits himself to take all measures necessary to prevent corruption. He commits himself to observe the following principles

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 2 of 8

during his participation in the tender process and during the contract execution :

a) The Bidder/Contractor will not, directly or through any other person or firm, offer, promise or give to POWERGRID, or to any of POWERGRID's employees involved in the tender process or the execution of the contract or to any third person any material or other benefit which he/she is not legally entitled to, in order to obtain in exchange an advantage during the tender process or the execution of the contract.

b) The Bidder/Contractor will not enter into any illegal agreement or understanding, whether formal or informal with other Bidders/Contractors. This applies in particular to prices, specifications, certifications, subsidiary contracts, submission or non-submission of bids or actions to restrict competitiveness or to introduce cartelization in the bidding process.

c) The Bidder/Contractor will not commit any criminal offence under the relevant Anti-corruption Laws of India; further, the Bidder/Contractor will not use for illegitimate purposes or for purposes of restrictive competition or personal gain, or pass on to others, any information provided by POWERGRID as part of the business relationship, regarding plans, technical proposals and business details, including information contained or transmitted electronically.

d) The Bidder/Contractor of foreign origin shall disclose the name and address of the Agents/representatives in India, if any, involved directly or indirectly in the Bidding. Similarly, the Bidder/Contractor of Indian Nationality shall furnish the name and address of the foreign principals, if any, involved directly or indirectly in the Bidding.

e) The Bidder/Contractor will, when presenting his bid, disclose any and all payments he has made, or committed to or intends to make to agents, brokers or any other intermediaries in connection with the award of the contract and/or with the execution of the contract.

f) The Bidder/Contractor will not misrepresent facts or furnish false/forged documents/informations in order to influence the bidding process or the execution of the contract to the detriment of POWERGRID.

(2) The Bidder/Contractor will not instigate third persons to commit offences outlined above or be an accessory to such offences.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 3 of 8

Section III- Disqualification from tender process and exclusion from future contracts

(1) If the Bidder, before contract award, has committed a serious transgression through a violation of Section II or in any other form such as to put his reliability or credibility as Bidder into question, POWERGRID may disqualify the Bidder from the tender process or terminate the contract, if already signed, for such reason.

(2) If the Bidder/Contractor has committed a serious transgression through a violation of Section II such as to put his reliability or credibility into question, POWERGRID may after following due procedures also exclude the Bidder/Contractor from future contract award processes. The imposition and duration of the exclusion will be determined by the severity of the transgression. The severity will be determined by the circumstances of the case, in particular the number of transgressions, the position of the transgressors within the company hierarchy of the Bidder/Contractor and the amount of the damage. The exclusion will be imposed for a minimum of 12 months and maximum of 3 years.

(3) If the Bidder/Contractor can prove that he has restored/recouped the damage caused by him and has installed a suitable corruption prevention system, POWERGRID may revoke the exclusion prematurely.

Section IV - Liability for violation of Integrity Pact

(1) If POWERGRID has disqualified the Bidder from the tender process prior to the award under Section III, POWERGRID may forfeit the Bid Guarantee under the Bid.

(2) If POWERGRID has terminated the contract under Section III, POWERGRID may forfeit the Contract Performance Guarantee of this contract besides resorting to other remedies under the contract.

Section V- Previous Transgression

(1) The Bidder shall declare in his Bid that no previous transgressions occurred in the last 3 years with any other Public Sector Undertaking or Government Department that could justify his exclusion from the tender process.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 4 of 8

(2) If the Bidder makes incorrect statement on this subject, he can be disqualified from the tender process or the contract, if already awarded, can be terminated for such reason.

Section VI - Equal treatment to all Bidders / Contractors

(1) POWERGRID will enter into agreements with identical conditions as this one with all Bidders.

(2) POWERGRID will disqualify from the tender process any bidder who does not sign this Pact or violate its provisions.

Section VII - Punitive Action against violating Bidders / Contractors

If POWERGRID obtains knowledge of conduct of a Bidder or a Contractor or his subcontractor or of an employee or a representative or an associate of a Bidder or Contractor or his Subcontractor which constitutes corruption, or if POWERGRID has substantive suspicion in this regard, POWERGRID will inform the Chief Vigilance Officer (CVO).

(*)Section VIII - Independent External Monitor/Monitors

(1) POWERGRID has appointed a panel of Independent External Monitors (IEMs) for this Pact with the approval of Central Vigilance Commission (CVC), Government of India, out of which one of the IEMs has been indicated in the NIT/IFB.

(2) The IEM is to review independently and objectively, whether and to what extent the parties comply with the obligations under this agreement. He has right of access to all project documentation. The IEM may examine any complaint received by him and submit a report to Chairman-cum-Managing Director, POWERGRID, at the earliest. He may also submit a report directly to the CVO and the CVC, in case of suspicion of serious irregularities attracting the provisions of the PC Act. However, for ensuring the desired transparency and objectivity in dealing with the complaints arising out of any tendering process, the matter shall be referred to the full panel of IEMs, who would examine the records, conduct the investigations and submit report to Chairman-cum-Managing Director, POWERGRID, giving joint findings.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 5 of 8

(3) The IEM is not subject to instructions by the representatives of the parties and performs his functions neutrally and independently. He reports to the Chairman-cum-Managing Director, POWERGRID.

(4) The Bidder(s)/Contractor(s) accepts that the IEM has the right to access without restriction to all documentation of POWERGRID related to this contract including that provided by the Contractor/Bidder. The Bidder/Contractor will also grant the IEM, upon his request and demonstration of a valid interest, unrestricted and unconditional access to his documentation. The same is applicable to Subcontractors. The IEM is under contractual obligation to treat the information and documents of the Bidder(s)/Contractor(s)/Subcontractor(s) with confidentiality.

(5) POWERGRID will provide to the IEM information as sought by him which could have an impact on the contractual relations between POWERGRID and the Bidder/Contractor related to this contract.

(6) As soon as the IEM notices, or believes to notice, a violation of this agreement, he will so inform the Chairman-cum-Managing Director, POWERGRID and request the Chairman-cum-Managing Director, POWERGRID to discontinue or take corrective action, or to take other relevant action. The IEM can in this regard submit non-binding recommendations. Beyond this, the IEM has no right to demand from the parties that they act in a specific manner, refrain from action or tolerate action. However, the IEM shall give an opportunity to POWERGRID and the Bidder/Contractor, as deemed fit, to present its case before making its recommendations to POWERGRID.

(7) The IEM will submit a written report to the Chairman-cum-Managing Director, POWERGRID within 8 to 10 weeks from the date of reference or intimation to him by POWERGRID and, should the occasion arise, submit proposals for correcting problematic situations.

(8) If the IEM has reported to the Chairman-cum-Managing Director, POWERGRID, a substantiated suspicion of an offence under relevant Anti-Corruption Laws of India, and the Chairman-cum-Managing Director, POWERGRID has not, within the reasonable time taken visible action to proceed against such offence or reported it to the CVO, the Monitor may also transmit this information directly to the CVC, Government of India.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 6 of 8

(9) The word ‘IEM’ would include both singular and plural.

(*) This Section shall be applicable for only those packages wherein the IEMs have been identified in Section – I : Invitation for Bids and/or Clause ITB 9.3 in Section – III: Bid Data Sheets of Conditions of Contract, Volume-I of the Bidding Documents.

Section IX - Pact Duration

This Pact begins when both parties have legally signed it. It expires for the Contractor after the closure of the contract and for all other Bidder's six month after the contract has been awarded.

Section X - Other Provisions

(1) This agreement is subject to Indian Law. Place of performance and jurisdiction is the establishment of POWERGRID. The Arbitration clause provided in the main tender document / contract shall not be applicable for any issue / dispute arising under Integrity Pact.

(2) Changes and supplements as well as termination notices need to be made in writing.

(3) If the Contractor is a partnership firm or a consortium or Joint Venture, this agreement must be signed by all partners, consortium members and Joint Venture partners.

(4) Nothing in this agreement shall affect the rights of the parties available under the General Conditions of Contract (GCC) and Special Conditions of Contract (SCC).

(5) Views expressed or suggestions/submissions made by the parties and the recommendations of the CVO/IEM# in respect of the violation of this agreement, shall not be relied on or introduced as evidence in the arbitral or judicial proceedings (arising out of the arbitral proceedings) by the parties in connection with the disputes/differences arising out of the subject contract.

# CVO shall be applicable for packages wherein IEM are not identified in Section IFB/BDS of Condition of Contract, Volume-I. IEM shall be applicable for packages wherein IEM are identified in Section IFB/BDS of Condition of Contract, Volume-I.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

Integrity Pact Page 7 of 8

(6) Should one or several provisions of this agreement turn out to be invalid, the remainder of this agreement remains valid. In this case, the parties will strive to come to an agreement to their original intentions.

Signature Signature

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Contractor)

(Office Seal) (Office Seal)

Designation : Designation :

Witness 1 : Witness 1 :

Designation : Designation :

Witness 2 : Witness 2 :

Designation : Designation :

Integrity Pact Page 8 of 8

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-11

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Bidder’s Name and Address (Bidder) : To

Name : 0 Contract & Material

Address : 0 Power Grid Corporation of India Ltd.,

0 Southern Region -I Headquarters

0 Kavadiguda Main Road

Further, we hereby confirm that except as mentioned in the Schedule – 4 (Alternative, Deviations and Exceptions to the Provisions) hereof and/or the Covering Letter, forming part of our First Envelope :

(i) there are no discrepancies/inconsistencies and deviations/omissions/ reservations to the Bidding Documents, in the Second Envelope bid;

We also confirm that in case any discrepancies/ inconsistencies and deviations/ omissions/ reservations, as referred to in para (i) and (ii) above, is observed in the Second Envelope, the same shall be deemed as withdrawn/rectified without any financial implication, whatsoever to POWERGRID. However, in case of any arithmetical errors, the same shall be governed as per the provision of ITB Sub-Clause 27.2 read in conjunction with BDS

Date 0-Jan-1900 Printed Name 0

Place 0 Designation 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) ATTACHMENT-13

Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

Bidder’s Name and Address (Bidder) : To

Name : 0 Contract & Material

Address : 0 Power Grid Corporation of India Ltd.,

0 Southern Region -I Headquarters

0 Kavadiguda Main Road

We hereby declare that we abide by the Code of Integrity for Public Procurement (CIPP) Policy of POWERGRID.

Further, we hereby confirm that incase of transgression of CIPP, we are aware that we may get delisted from Registered Suppliers / Contractors and POWERGRID may take other punitive actions such as Cancellation of Contracts, Banning and Blacklisting or action in Competition Commission of India etc.

We hereby confirm that we observe the highest standard of ethics and shall not indulge in the following prohibited practices, either directly or indirectly, at any stage during the procurement process or during execution of resultant contracts:

i) Corrupt Practice

ii) Fradulent Practice

iii) Anti-competitive Practice

iv) Coercive Practice

v) Conflict of Interest

vi) Obstructive Practice

Date 0-Jan-1900 Printed Name 0

Place 0 Designation 0

Specification No: SR-I/C&M/WC-3810/2024/RFx-5002003836(SR1/NT/S-MISC/DOM/B00/24/11240) Bid Form-1st Envelope 2 nd 2 February

BID FORM 4 th 4 April

Bid Proposal Ref. No. 8 th #REF! 8 August

Date : 3 9 th #REF! 9 September

10 th 10 October

To: 11 th 11 November

12 th 12 December

Power Grid Corporation of India Ltd., 13 th

Southern Region -I Headquarters 14 th

Kavadiguda Main Road 15 th

Secunderabad - 500080 (Telangana) 16 th

In continuation of First Envelope of our Bid, we hereby submit the Second Envelope of the Bid, both of which shall be read together and in conjunction with each other, and shall be construed as an integral part of our Bid. Accordingly, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial Operation, Performance & Guarantee Test as per provision of Technical Specification) the Facilities under the above-named package in full conformity with the said Bidding Documents for the sum of Rs. Plus applicable Octroi, Entry Tax, Other Taxes & Duties or such other sums as may be determined in accordance with the terms and conditions of the Bidding Documents. 17 th

Name of Contract : Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B or such other sums as may be determined in accordance with the terms and conditions of the Bidding Documents. 18 th

Dear Ladies and/or Gentlemen, 19 th

1.0 Having examined the Bidding Documents, including Amendments the receipt of which is hereby acknowledged, we the undersigned, offer to execute the work under the above-named package in full conformity with the said Bidding Documents. In accordance with ITB Clause 3.2 of the Bidding Documents, as per which the bid shall be submitted by the bidder under “Single Stage - Two Envelope” procedure of bidding. Accordingly, we hereby submit our Bid consisting of Techno – Commercial Part & Price Parts. 20 th

2.0 Attachments to the Bid Form

In line with the requirement of the Bidding Documents, we enclose herewith the following Attachments:

(a) Attachment 1 Bid Security, in a separate envelope, for a sum of Rs. 9,71,000 (Rs. Nine Lakh Seventy One Thousand only) initially valid for a period of Seven (7) months from the date set for opening of bids.

(b) Attachment 2 A power of attorney duly authorized by a Notary Public indicating that the person(s) signing the bid have the authority to sign the bid and thus that the bid is binding upon us during the full period of its validity in accordance with the ITB Clause 6.

(c) Attachment 3 Bidder’s Eligibility and Qualifications

(d) Attachment 4 The variation and deviations from the requirements of the Conditions of Contract, Technical Specification and Drawings in your format enclosed with the Bidding Documents, including, inter alia, the cost of withdrawal of the variations and deviations indicated therein 30 th

(e) Attachment 5 Work Completion Schedule. 31 st

(f) Attachment 6 Information regarding ex-employees of Employer in Bidder’s firm.

(g) Attachment 7 Declaration regarding Social Accountability

(h) Attachment 8 Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise

(i) Attachment 9 Additional Information

(j) Attachment 10 Integrity Pact

(k) Attachment 11 Declaration

3.0 We are aware that our bid is liable to be rejected in case the same contains any deviation/omission from the contractual and commercial conditions and technical Specifications other than those identified in the bid documents

3.2 We declare that as specified in Bidding Documents, the RATES of all the Goods to be supplied under this contract shall remain FIRM during the currency of the contract and no price adjustment shall be applicable..

4.0 We confirm that except as otherwise specifically provided our Bid Prices include all taxes, duties, levies and charges as may be assessed on us, our Sub-Contractor/Sub-Vendor or their employees by all municipal, state or national government authorities in connection with the Facilities, in and outside of India.

4.1 100% of applicable Taxes and Duties i.e. GST, which are payable by the Employer under the Contract, shall be reimbursed by the Employer on production of satisfactory documentary evidence by the Contractor in accordance with the provisions of the Bidding Documents

4.3 We confirm that we have also registered/we shall also get registered in the GST Network with a GSTIN, in all the states where the project is located and the states from which we shall make our supply of goods.

5.0 Construction of the Contract

5.1 We declare that we have studied the mode of contracting for Domestic Bidders and we are making this proposal with a stipulation that you shall award us Single Contract covering all goods and related services.

6.0 We have read the various clauses and provisions in bid documents and confirm that all the specified stipulations are acceptable to us.

Further we understand that deviation taken in any of the above clauses by us shall make our bid non-responsive as per provision of bidding documents and rejected by you.

7.0 We undertake, if our bid is accepted, to commence the work immediately upon your Notification/Letter of Award to us, and to achieve the completion of works and related services within the time stated in the Bidding Documents.

8.0 If our bid is accepted, we undertake to provide a Performance Security in the form and amounts, and within the times specified in the Bidding Documents.

9.0 We agree to abide by this bid for a period of Six (06) months from the date initially stipulated for opening of bids as stipulated in the Bidding Documents, and it shall remain binding upon us and may be accepted by you at any time before the expiration of that period

10.0 Until a formal Contract is prepared and executed between us, this bid, together with your written acceptance thereof in the form of your Notification of Award shall constitute a binding contract between us.

11.0 We understand that you are not bound to accept the lowest or any bid you may receive.

12.0 We, hereby, declare that only the persons or firms interested in this proposal as principals are named here and that no other persons or firms other than those mentioned herein have any interest in this proposal or in the Contract to be entered into, if the award is made on us, that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.

(a) Package-B-Construction of Field Hostel and Community Center at 765/400kV Kurnool-III PS under Transmission System for evacuation of power from RE sources in Kurnool Wind Energy Zone (3000MW)/ Solar Energy Zone (1500MW) Part-A and Part-B

13.5 We declare that items left blank in the Schedules will be deemed to have been included in other items. The TOTAL for each Schedule and the TOTAL of Grand Summary shall be deemed to be the total price for executing the Facilities and sections thereof in complete accordance with the Contract, whether or not each individual item has been priced.

15 Further, we hereby confirm that except as mentioned in the Attachment -4 (Deviations) hereof:

(i) there are no discrepencies/inconsistencies and deviations/omissions/reservations to the Bidding Documents,;

16 We also confirm that in case any discrepencies/inconsitencies and deviations/omissions/reservations, as referred to in para (i) and (ii) above, is observed, the same shall be deemed as withdrawn/rectified without any finacial implication, whatsoever to POWERGRID. However, in case of any artithmetical errors, the same shall be governed as per the provisions of ITB

We, hereby, declare that only the persons or firms interested in this proposal as principals are named here and that no other persons or firms other than those mentioned herein have any interest in this proposal or in the Contract to be entered into, if the award is made on us, that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.

Thanking you, we remain,

Thanking you, we remain,

Yours faithfully,

For and on behalf of

Date : 00-Jan-00 Printed Name : 0

Place : 0 Designation : 0

Please provide additional information of the Bidder

Business Address :

Country of Incorporation :

State/Province to be indicated :

Name of Principal Officer :

Address of Principal Officer :

Note: Bidders may note that no prescribed proforma has been enclosed for Attachment 2 : Power of Attorney. Bidders may use their own proforma for furnishing the required information with the bid.

USD One Lac Fifty Five Thousand Eight Hundred Eighty Five Only EURO Four Thousand Nine Hundred Sixty Only RMB Ten Thousand Three Hundred Fifty Two Only INR Six Lac Ninety One Thousand Six Hundred Forty Seven Only USD 155885/- + EURO 4960/- + RMB 10352/- + INR 691647/-

USD One Lac Fifty Five Thousand Eight Hundred Eighty Five Only plus EURO Four Thousand Nine Hundred Sixty Only plus RMB Ten Thousand Three Hundred Fifty Two Only plus INR Six Lac Ninety One Thousand Six Hundred Forty Seven Only

85 Eighty Five 60 Sixty 52 Fifty Two 47 Forty Seven

8 Eight Hundred 9 Nine Hundred 3 Three Hundred 6 Six Hundred

55 Fifty Five Thousand 4 Four Thousand 10 Ten Thousand 91 Ninety One Thousand 0 0 0 0 0 plus

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76 Seventy Six 76 Seventy Six 76 Seventy Six 76 Seventy Six

77 Seventy Seven 77 Seventy Seven 77 Seventy Seven 77 Seventy Seven

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90 Ninety 90 Ninety 90 Ninety 90 Ninety

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97 Ninety Seven 97 Ninety Seven 97 Ninety Seven 97 Ninety Seven

98 Ninety Eight 98 Ninety Eight 98 Ninety Eight 98 Ninety Eight

99 Ninety Nine 99 Ninety Nine 99 Ninety Nine 99 Ninety Nine

100 One Hundred 100 One Hundred 100 One Hundred 100 One Hundred

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23 Twenty Three

27 Twenty Seven

28 Twenty Eight

33 Thirty Three

37 Thirty Seven

38 Thirty Eight

73 Seventy Three

74 Seventy Four

75 Seventy Five

77 Seventy Seven

78 Seventy Eight

79 Seventy Nine

83 Eighty Three

87 Eighty Seven

88 Eighty Eight

93 Ninety Three

97 Ninety Seven

98 Ninety Eight

100 One Hundred