}

Construction Of Two Side Cc Drain From Ramma H To Ather H, Isaq H To Nooruddin H, Ravi H To Vishnu H, S. Ramulu H To Datta H, Pochanna H To Ashok H, Plot No.79 To Plot No.94, Plot No.130 To Plot No.115, Asha Reddy H To Plot No.145, Farooq H To Venkati H T, ADILABAD-Telangana

Municipalities-M has published Construction Of Two Side Cc Drain From Ramma H To Ather H, Isaq H To Nooruddin H, Ravi H To Vishnu H, S. Ramulu H To Datta H, Pochanna H To Ashok H, Plot No.79 To Plot No.94, Plot No.130 To Plot No.115, Asha Reddy H To Plot No.145, Farooq H To Venkati H T. Submission Date for this Tender is 04-11-2019. Drainage Tenders in ADILABAD Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

22286197
Construction Of Two Side Cc Drain From Ramma H To Ather H, Isaq H To Nooruddin H, Ravi H To Vishnu H, S. Ramulu H To Datta H, Pochanna H To Ashok H, Plot No.79 To Plot No.94, Plot No.130 To Plot No.115, Asha Reddy H To Plot No.145, Farooq H To Venkati H T
Open Tender
Indian
Telangana
ADILABAD
04-11-2019

Tender Details

Construction Of Two Side Cc Drain From Ramma H To Ather H, Isaq H To Nooruddin H, Ravi H To Vishnu H, S. Ramulu H To Datta H, Pochanna H To Ashok H, Plot No.79 To Plot No.94, Plot No.130 To Plot No.115, Asha Reddy H To Plot No.145, Farooq H To Venkati H To Purushotham H, Narayana H To Digamber H, Plot No.236 To Plot No.289, Plot No.345 To Plot No.360, Plot No.392 To Plot No.386 And Muthyala Mestri (H) In Indiramma Colony Adilabad. (Reserved For Sc, St, Waddar Labour Cont. Co-Operative Socieities Only).

Key Value

Document Fees
Refer document
EMD
INR 26197.0 /-
Tender Value
INR 26.19 Lakhs /-

BOQ Items

b'
S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 Drain As per department / standard specifications 864.00 1 kg 50.01 43209.00
Supply and fabrication of HYSD Fe 500 grade steel including cost and conveyance to site and labour charges includign cutting, bending, fabricationof reinforcement including cost of binidng wire, etc complete
2 Drain As per department / standard specifications 7.20 1 Cum 5705.34 41078.00
RCC M- 30 Designl mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.( Slab Culvert)
3 Drain As per department / standard specifications 39.40 1 Cum 4514.38 177867.00
C.C M15 Nominal mix, using 20mm graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 100 & 2100 MORTH. (For bottom top layer)
4 Drain As per department / standard specifications 347.40 1 Cum 4965.82 1725126.00
C.C M15 Nominal mix, using 20mm graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 MORD and 1500, 100 & 2100 MORTH.( for Side Walls)
5 Drain As per department / standard specifications 79.10 1 Cum 4051.33 320460.00
Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.
6 Drain As per department / standard specifications 869.40 1 Cum 358.87 312002.00
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. Manual means
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