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Construction Of Compound Wall (Back Side) To Municipal Office Building In Nalgonda Municipality., NALGONDA-Telangana

Municipalities-M has published Construction Of Compound Wall (Back Side) To Municipal Office Building In Nalgonda Municipality.. Submission Date for this Tender is 13-04-2020. Wall construction Tenders in NALGONDA Telangana. Bidders can get complete Tender details and download the document.




Tender Notice

24144281
Construction Of Compound Wall (Back Side) To Municipal Office Building In Nalgonda Municipality.
Open Tender
Indian
Telangana
NALGONDA
13-04-2020

Tender Details

Construction Of Compound Wall (Back Side) To Municipal Office Building In Nalgonda Municipality.

Key Value

Document Fees
Refer document
EMD
INR 9444.0 /-
Tender Value
INR 3.77 Lakhs /-

BOQ Items

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 Construction of Compound wall 0.0 171.34 10Sqm 1780.38 30505.03
Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912
2 Construction of Compound wall 0.0 73.35 10Sqm 4111.62 30158.77
Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4)of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)
3 Construction of Compound wall 0.0 97.99 10Sqm 4197.53 41131.59
Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing. including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904).
4 Construction of Compound wall 0.0 16.86 Cum 5848.16 98600.01
Brick masonry in super structure with CM(1:6) using second class bricks from approved source having minimum crushing sttegth of 40kg/cm2 including cost and conveyance of alll mateials and labours charges etc., complete for finished item of woek (APSSNo.501 &504) including seignorage charges
5 Construction of Compound wall 0.0 2.45 Cum 10191.33 24968.77
Vibrated reinforced cement concrete corresponding M20 grade as per IS 456 equivalent to (1:1:5:3)Prop nominal mix (Cement: fine aggregate coartse aggregate using 20mm size hard Broken Granite 9IS383, 1970) machine creshed metal from approved quarry including cost and conveyance of all mater5ials like cement, fine aggregare 9Sand), coarse aggregate, water etc., to site sales 7 other taxes on all mateials, all operational, incidental, and labor chartges such as providing Centring, shuttering ad scaffolding with props and steel plate as per the pproved shuttering plan and other accesxsories as per the norms and stability calculations including cost and converyance of al accessories Using Cashewrina Ballies and wooden runner & staging including all bracings, cross members etxc., complete for finished item of work, lift chartes, machine mixing, laying concrete, Vibrating, curing concrerte., etc, complete but excluding cost of steel and its fabrication charges etc complete for finished item of work (APSSNo.402 &403) including seignorage charges
6 Construction of Compound wall 0.0 12.55 Cum 4191.90 52608.41
Coursed Rubble stone masonry 2nd sort in Cm(1:8) prop: (Cement : Sand ) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site sales & other taxes on all materials all poerational incidental and labour chargtes such as cutting stones to required size and shape mixing of cement mortar constructing masonry curing etc., complete for finished item of work for foundation and basement (APSS No.601 & 612) including seignorage charges
7 Construction of Compound wall 0.0 16.74 Cum 3833.30 64169.47
Randam Rubble masonary in CM(1:6) Prop : (Cement : Sand ) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site sales & other taxes on all materials all poerational incidental and labour chargtes such as cutting stones to required size and shape mixing of cement mortar constructing masonry curing etc., complete for finished item of work for foundation and basement (APSS No.601 & 612) including seignorage charges
8 Construction of Compound wall 0.0 6.27 Cum 3834.95 24045.13
Plain Cement concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) Proportinon nominal mix (cement : fine aggregate: Coarse aggregare using 40mm size hard Broken Granite (IS383,1970) metal from aproved quarry uncluding cost and conveyance of all mateials lime cement sand coarse attretare water etc., to site including sales & other taxes on al materials, all operational incidental, and labour charges such as mixing, laying and ramming concrete in layers in positon not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations(APSS No.402) including seignorage charges
9 Construction of Compound wall 0.0 31.38 Cum 369.10 11582.39
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
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