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Tender For Special Repair To Conservation Of The BegumS Masjid Of Three Lofty Domes, Aonla, Bareilly, aonla-Uttar Pradesh

Archaeological Survey Of India-ASI has published Tender For Special Repair To Conservation Of The BegumS Masjid Of Three Lofty Domes, Aonla, Bareilly. Submission Date for this Tender is 14-05-2024. Civil Work Tenders in aonla Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43233137
Tender For Special Repair To Conservation Of The BegumS Masjid Of Three Lofty Domes, Aonla, Bareilly
Open Tender
Indian
Uttar Pradesh
aonla
14-05-2024

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Tender Details

Tender For Special Repair To Conservation Of The BegumS Masjid Of Three Lofty Domes, Aonla, Bareilly

Key Value

Document Fees
Refer document
EMD
INR 126129.0 /-
Tender Value
INR 42.04 Lakhs /-

Attachment

FileName File Description File Size
22948fe1-62c6-485d-9372-591436a5820e.html Tender Notice 0 KB
3.pdf Tender Document 0 KB
BOQ_845928.xls Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: SR TO CONSERVATIONOF THE BEGUM"S MASJID OF THREE LOFTY DOMES, AONLA, BAREILLY
Sl. No. Item Description
1ITEMS TO BE EXECUTED
2Demolishing 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. 15.7.4 In cement mortar
3Demolishing 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. 15.7.3 In lime mortar
4Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
5Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil
6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
7Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
8Filling 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 lift upto 1.5 m.
9Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
10Providing and laying of lime concrete in floor / terrace 20 to 25 mm brick ballast of well burnt ) mixed with 50% lime mortar in ratio of 1:1:1 (1-U.Katni lime ,1-surkhi, 1- C.sand ) after removing of accumulated rubbish, including beating and treating with split bamboo and thappies till surface hardened for water tightening, including adding 2% solution of boiled water of Gum, Gur and bellgiri-fruit, complete within 100mt. lead and also rounding junctions with parapet wall etc. complete..
11Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
12Provision for Lakhori brick work in lime mortar 1:1:1:( 1 Lime: 1 C sand: 1 surkhi) mixed with composite material including supply of labour , material and T& P etc required for proper completion of the work
13Provision for laying Tile brick on edge in composite mortar 1:1:1 (1 Lime : 1 surkhi :1 C .sand )over bed of 12 mm thick mortar including filling of joints up to 10 cm.
14Provision for Pointing the Lakhori Masonry wall and Tile Brick flooring lime surkhi mortar in 1:1:1 (1 Lime : 1 Surkhi : 1 C. Sand) mixed with binding material such as belgiri,gur, gum & san with racking, cleaning & washing the joints
15Provision for documentation and drawing including preparation of plan, sectional elevation, conditional assesments etc complete
16Disposal of moorum/building rubbish/malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved Municipal dumping ground for lead upto 15 Km for all liftsas per direction of Engineerin-charge. .
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