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Tender For Road Cutting For Laying Of Raising Mains Between Prem Aadharcrossing To Kanjhawala Road To Mohd. Pur Majri Road(Deposit Work)., rohini-Delhi

Delhi Development Authority-DDA has published Tender For Road Cutting For Laying Of Raising Mains Between Prem Aadharcrossing To Kanjhawala Road To Mohd. Pur Majri Road(Deposit Work).. Submission Date for this Tender is 05-03-2024. Road Work Tenders in rohini Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

42455600
Corrigendum : Tender For Road Cutting For Laying Of Raising Mains Between Prem Aadharcrossing To Kanjhawala Road To Mohd. Pur Majri Road(Deposit Work).
Open Tender
Indian
Delhi
rohini
05-03-2024

Tender Details

Road Cutting For Laying Of Raising Mains Between Prem Aadharcrossing To Kanjhawala Road To Mohd. Pur Majri Road(Deposit Work). Repair Of S.W Drain, Footpath, P/L Kerb Stones Etc. From Prem Aadhar Nursery To Mohd. Pur Majri Road (Lhs) Excavated By Djb For Laying Of Rising Mains.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 26-Feb-2024 Corrigendum Other 05-03-2024

Key Value

Document Fees
Refer document
EMD
INR 46840.0 /-
Tender Value
INR 23.41 Lakhs /-

BOQ Items

Name of Work: Road cutting for laying of raising mains between Prem Aadhar Crossing to Kanjhawala Road to Mohd. Pur Majri Road (Deposit Work). Sub Head:- : Repair of S.W Drain, Footpath, P/L kerb stones etc. from Prem Aadhar Nursery to Mohd. Pur Majri Road (LHS) excavated by DJB for laying of rising mains.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
2Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work up to plinth level: a).1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
3Filling 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 for all lift.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutter in-All work up to plinth level: a). 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)
5Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
6Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
7Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metresmlead as per direction of Engineer-in-charge. A) In cement mortar
8Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shallnot to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall beapproved by Engineer-in-charge).
9Brick work with common burnt clay bricks in foundation and plinth in cement mortar 1:4 (1: cement : 4coarse sand). Note. Old bricks available at site free of cost.
10Removing mortar from bricks and cleaning bricks including stacking within alead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cementmortar
11Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:4 (1 cement : 4 coarse sand)
1212mm cement plaster of mix:a) 1:4 (1 cement :4 coarse sand)
1315mm cement plasteron rough side of single or half brick wall of mix: 1:6 (1 cement :6 coarse sand)
14Neat cement punning
15Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 502mm thick compacted bed of coarse sand, filling the soints with fine sand etc. all complete as per the direction Engineer- in-charge.( Old CC paver blocks shall be supplied by the department freeof cost.)
16Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
17Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
18Providing and placing in position 100 mm thick factory made machine batched& machine mixed Precast RCC Rectangular Covers on drains of footpath ofvarious sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia. TMT bars of Fe 500 grade @maximum 100mm c/c on both ways , neat cement punning on finished surface,properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheetand providing 2 Nos. 12 mm dia. bar for hooks etc i/c cost of cartage, all leads &lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
19Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade , One or more coats on old work
20Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
21Add Cost Index @7%
22Total after adding GST @18% in place of 12% (1.0633)= Rs.23,41,976.03
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