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Providing And Laying Chequrred Tiles 22Mm Thick And R / Wall Etc. In Ward No.3 From Four Lane Nhai To House Of Sh. Bhardwaj Sh:- Tiles, Brick Work, Cc 1:3:6, 1:5:10 Etc., solan-Himachal Pradesh

Municipal Council -MC has published Providing And Laying Chequrred Tiles 22Mm Thick And R / Wall Etc. In Ward No.3 From Four Lane Nhai To House Of Sh. Bhardwaj Sh:- Tiles, Brick Work, Cc 1:3:6, 1:5:10 Etc.. Submission Date for this Tender is 13-04-2022. Wall construction Tenders in solan Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

31750026
Providing And Laying Chequrred Tiles 22Mm Thick And R / Wall Etc. In Ward No.3 From Four Lane Nhai To House Of Sh. Bhardwaj Sh:- Tiles, Brick Work, Cc 1:3:6, 1:5:10 Etc.
Open Tender
Indian
Himachal Pradesh
solan
13-04-2022

Tender Details

Providing And Laying Chequrred Tiles 22Mm Thick And R / Wall Etc. In Ward No.3 From Four Lane Nhai To House Of Sh. Bhardwaj Sh:- Tiles, Brick Work, Cc 1:3:6, 1:5:10 Etc.

Key Value

Document Fees
INR 1000 /-
EMD
INR 20810.0 /-
Tender Value
INR 8.32 Lakhs /-

BOQ Items

Name of Work: Providing and laying chequrred tiles 22mm thick and R/wall etc. in ward no.3 from four lane NHAI to house of Sh. Bhardwaj SH:- tiles, brick work, CC 1:3:6, 1:5:10 etc.
Sl. No. Item Description
1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
2Excavation 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 theexcavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. all kinds of soil
3Disposal of all excavated earth manually upto a lead of 150 Mtrs complete as per specifications.
4Disposal of all excavated earth by Mechanical Transport including loading, unloading and stacking lead of 5 kmrs complete as per specifications.
5Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
7Cement 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
8Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
9Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Light shade pigment using white cement
10Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth Cement mortar 1:6 (1 cement : 6 coarse sand)
11Providing 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 : 250 mm dia. R.C.C. pipe
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