Jammu Municipal Corporation-JMC has published Construction/Repair Of Drains And Upgradation Of Lane By W/O Laying Of Premix Carpet Adjoining H/O Ram Paul Upto H/O Dalbir Singh And H/O Bushan Kumar In Sureksha Vihar Paloura Top In W . No 59. Submission Date for this Tender is 04-08-2020. Construction Material Tenders in JMC Ward Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 03-Aug-2020 | Due Date Extended | Admin Corrigendum Date Extend | 04-08-2020 |
Name of Work: Construction/Repair of drains and Upgradation of lane by w/o laying of premix carpet adjoining H/o Ram Paul upto H/o Dalbir singh and H/o Bushan Kumar in Sureksha vihar Paloura Top in W.No 59 (Incl. Cost of Material) Advertised Amount: - Rs 1.74 Lacs | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead 1:3:6 or richer mix | 4.44 | Cum | |
2 | 2 | Earth work in excavation by manual means over area exceeding 30 cm and upto 1.5m in depth,1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 1m from cutting edges, disposed earth to be leveled and neatly dressed in all kind of soil | 16.09 | Cum | |
3 | 3 | Removal of Excavated malba dismantled unserviceable material from the site of work by mech. Transport / Animal Transport or otherwise including loading complete job. | 16.42 | Cum | |
4 | 4 | Providing under layer including preparation of ground 75mm thick (un compacted) layer of dry stone aggregate & grouted with sand. (Complete Job). | 2.49 | Cum | |
5 | 5 | Providing and Laying in position cement concrete. of specified grade excl. the cost of centering and Shuttering all work upto Plinth level (1:3:6) 1 cement: 3 coarse sand: 6 crushed graded stone Agg. 20mm nominal size | 8.57 | Cum | |
6 | 6 | Centering and Shuttering incl. strutting propping etc. and removal of form work for foundation, footing , bases of columns. | 54.59 | Sqm | |
7 | 7 | 12mm thick Cement plaster (1:6) Cement: Sand mix. | 67.03 | Sqm | |
8 | 8 | Providing and Laying in position cement concrete. of specified grade excl. the cost of centering and Shuttering all work upto Plinth level (1:2:4) 1 cement: 2 coarse sand: 4 crushed graded stone Agg. 20mm nominal size | 104 | Cum | |
9 | 9 | Providing and Fixing of PCC slabs including carriage of slabs from site of manufacture to site of work of different sizes. | 0.28 | Cum | |
10 | 10 | Dumping/filling of stones including cost of stones. In horizontal on level.(Including all leads lifts and carriages) | 2.14 | Cum | |
11 | 11 | Engagement of labour for site clearance | 20 | Each | |
12 | 12 | Supplying and stacking of graded stone Aggregate at site of size range (Excl. carriage 53mm-22.4 mm. | 5.96 | Cum | |
13 | 13 | Laying Water Bound Macadam with specified stone agg. Stone screening and Binding material incl. screening, sorting, .spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (Payment for stone aggregate Screening Kankar morum and red bajri etc to be made separately) base course with 53mm to 22.4mm nominal size. | 5.96 | Cum | |
14 | 14 | Providing and applying tack coat using hot straight run bitumen of grade 80/100 incl. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitmen boiler, cleaning and preparing the existing road surface as per specifications on W.B.M @ Rs 0.75 Kg/Sqm | 240.7 | Sqm | |
15 | 15 | 2cm Premix carpet surfacing with 1.8 cum & 0.90 cum of stone chipping of 13.2 mm size & 11.2 mm size respectively per 100 Sqm and 52 kg and 56 kg of hot Bitumen per cubic metre of stone chippings of 13.2mm and 11.2 mm size rexpectively incl. consolidation with road roller of 6 to 9 ton capacity etc with paving asphalts 80/100 heat and then mixed with solvent @ 70 gm /kg of asphalt | 240.7 | Sqm | |
16 | 16 | Providing and laying seal coat of premixed fine aggregate (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen /cum of fine aggregate and 0.60 cubic metre of fine aggregate per 100 sqm of road surface incl. rooling and finishing with road all complete | 240.7 | Sqm | |
17 | 17 | Carriage of material by Mech.Transport | |||
18 | 18 | a)Aggregate | 21.09 | Cum | |
19 | 19 | b)Sand | 6.75 | Cum | |
20 | 20 | c)Stone | 2.14 | Cum |
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