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Construction Of Rcc Drain And Repair Brick Nala From H / O Pala To H / O Darshan Singh Near Hanuman Mandir In Ward No. 22 At Mc Panipat., Panipat-Haryana

Municipal Corporation-MC has published Construction Of Rcc Drain And Repair Brick Nala From H / O Pala To H / O Darshan Singh Near Hanuman Mandir In Ward No. 22 At Mc Panipat.. Submission Date for this Tender is 04-10-2021. Drainage Tenders in Panipat Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

29264965
Construction Of Rcc Drain And Repair Brick Nala From H / O Pala To H / O Darshan Singh Near Hanuman Mandir In Ward No. 22 At Mc Panipat.
Open Tender
Indian
Haryana
Panipat
04-10-2021

Tender Details

Construction Of Rcc Drain And Repair Brick Nala From H / O Pala To H / O Darshan Singh Near Hanuman Mandir In Ward No. 22 At Mc Panipat.

Key Value

Document Fees
INR 5000 /-
EMD
INR 45400.0 /-
Tender Value
INR 22.70 Lakhs /-

BOQ Items

Name of Work:Const, of RCC Drain & Repair Brick Nala From H/o Pala to H/o Darshan singh Near Hanuman Mandir in ward no. 22 at MC Panipat.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulicexcavator)/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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 4.12
2Disposal of Mulba I/c loading & Unloading & Carriage lead of 15 km. 3.1.1
3Earth filling I/c loading & unloading and Carrige lead for15km an aveg 3.1.2
4Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) 17.5.3
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:4:8(1 cement : 4fine sand : 8 graded stone cum aggregate 40 mm nominal size) 6.1.6
6Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints,spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.cold twisted bars 6.33.3
7Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) 6.14.1
8Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for sqm mass concrete 6.29.1
9Water Bound Macadam Grading -II Water Bound Macadam Grading II (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications 17.23.2
10Relaying of available (removed and stacked) sqm 43 6 26 74 Interlocking Paver Block Pavement having thickness 1 OOmm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 17.71
11Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1 :2 (1 cement : 2 fine sand) including testing of joints etc 450 mm dia RCC pipes 22.169.1
12PVC pipes (working pressure 4 kg / cm2) Single socketed pipe 110 mm dia B0278
13Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 cum graded stone aggregate 20 mm nominal size) 6.1.1
14Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) 7.20.1
1510 mm thick cement plaster 1:3 ( 1 Cement : 3 Fine Sand ) 11.4.2
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