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Tender For Construction Of Toe Wall At Magarmach Point And Pitching For Protection Of Houses In Hanuman Akhada Nala Ward 68, kota-Rajasthan

Urban Improvement Trust-UIT has published Tender For Construction Of Toe Wall At Magarmach Point And Pitching For Protection Of Houses In Hanuman Akhada Nala Ward 68. Submission Date for this Tender is 10-04-2023. Wall Construction Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

36937048
Corrigendum : Tender For Construction Of Toe Wall At Magarmach Point And Pitching For Protection Of Houses In Hanuman Akhada Nala Ward 68
Open Tender
Indian
Rajasthan
kota
10-04-2023

Tender Details

Construction Of Toe Wall At Magarmach Point And Pitching For Protection Of Houses In Hanuman Akhada Nala Ward 68 Civil Works

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 31-Mar-2023 Corrigendum-Date Extend Date 10-04-2023

Key Value

Document Fees
INR 2000 /-
EMD
INR 48800.0 /-
Tender Value
INR 24.40 Lakhs /-

BOQ Items

Name of Work:Construction of Toe wall at Magarmach point & pitching for protection of houses in Hanuman Akhada Nala ward 68
Sl. No. Item Description
1Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
2Earth 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
3Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
4Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
5Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement.: M20 grade Nominal Mix
6Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ("Original producers" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)
7Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:4 ( 1-Cement : 4-Sand).
8Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick.
9Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (MoRTH specification: Clause 2504 & 1700).
10With R.R. stone, weighing not less than 40 kg thickness not less than 150mm (specific gravity not less than 2.65)
11Providing and filling in foundation trenches and at the back of abutment wing walls etc. and below pipe bed in layers not exceeding 150 mm thick including watering and compacting including all leads and lifts.
12Filter media behind abutment wing walls and return walls (MORTH sp. Clause 2505)
13Pointingonstonemasonryincementsandmortar 1:3 (1 cement : 3 sand) :
14Flush / Ruled/ Struck or weathered pointing.
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