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Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee, Garrison Engineer I (P) Fy Kirkee-Maharashtra

Military Engineer Services-MES has published Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee. Submission Date for this Tender is 06-01-2022. Road furniture Tenders in Garrison Engineer I (P) Fy Kirkee Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

30132010
Corrigendum : Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee
Open Tender
Indian
Maharashtra
Garrison Engineer I (P) Fy Kirkee
06-01-2022

Tender Details

Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee Special Repairs To Building Roads, Road Furniture And Foot Path Of Office Complex And Married Accomodation At Cqa ( A ) Kirkee

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 08-Dec-2021 Corrigendum 01 BOQ 30-12-2021
2 30-Dec-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 06-01-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 70000.0 /-
Tender Value
INR 35 Lakhs /-

BOQ Items

Name of WorkSPECIAL REPAIRS TO ROADS ,ROAD FURNITURE ,FOOT PATH OF OFFICE COMPLEX AND MARRIED ACCOMODATION AT CQA(A) KIRKEE
Sl. No. Item Description
1M&L for Repair to potholes any depth. not exc 1sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads. paths, etc cutting around edges to at least 25 mm in depth and making good by applying tack coat at 5 kg per 10 sq m. putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again will rammed (including supply or premixed macadam, binder and chippings), complete all as specified and directed by Engineer In Charge Note Bituminious mecadm shall be all as specified under item No 2 below
2M&L Premix bituminous, macadam of thickness n exc 75mmmixed with 4% paving bitumens of binder content of total weight of mix laid by using mechanical paver, rolled and compacted with8 to 12 tonne power rollercompacted to required gradient and camber all as specified and directed by Engineer In Charge
3M&L for preparing black top surfaces of roadby brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly priming/tack coat with paving bitumen at 5 Kg per 10 Sqm all as specified and directed by Engineer In Charge
4M&L providing bituminous premixed asphaltic semi-dense concrete 30mm consolidated thickness with 5.5% paving bitumen as binder content by weight of total mix, laid by using mechanical paver, rolled and compacted with8 to 12 tonne power roller to required camber and gradient to a uniform surface complete all as specified and directed by Engineer In Charge
5Demolition of cement concrete unreinforced of any description and in any position
6M&L 100mm thick cement concrete, 1:2:4type B-2(using 40mm graded aggregate) Spike roiling to surfaces or making impressions of expanded metal, whilst the concrete is green completeall as specified and directed by Engineer In Charge
7M&L Provinding road marking usingh2 mm thick road marking paint (Retro reflecting) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic material applicator machine filled with profile shoe, glass beads dispensers, propoane tank heater and profile shoe heater, including seals, oils, grease and foreign material etc. and primer on concrete base complete as directions and specificationsall as specified and directed by Engineer In Charge
8S&F in repairs Cata-stud (Cats eye) made out of ABS plastic with beams two sides fixed with High Intensity grade Retro-Reflectivebulb in Red/Yellow colour having fixing provision of nails two Nos and complete in all respect. Make RAHUJA/3M/ROAD STAR/GREENLITE
9S & F in repairs solar stud made out of Aluminium housing and precast construction solar powered monocrystal solar panel 2W 120mA type of battery NI-CD 1.2V 2500 m AH & flash rate 2 Hz or 70 Hz view distance over 300 mtr fitted with 2 Hz EL -805-3 pieces eacg side on 2 ends total 6 pieces LEDs flashing up to 12 hours of light at Night and solar batter automatically charge in day /sun light duly fixed with cement and hardner. 125 x 125 x 25 mm (60 mm shank) in Red / Yellow coloursall as specified and directed by Engineer In Charge Make (SOLAR/SIMPSON/EL 805A/ALEXIX/ 1901/DIGTMAX/TATA BP/GREENLITE
10M&L Ultramind Convex Mirror ( Road Safety Mirror ) 60cm dia fixed in PCC foundation 1:3:6 of size 30x30x45cmall as specified and directed by Engineer In Charge
11M&L for provision of sign board of size 3"x4" all as specified and as shown on drawing /sketchall as specified and directed by Engineer In Charge
12S&F Plastic speed breakerall as specified and directed by Engineer In Charge
13M&L precast concrete1 :2:4 type B2 (using 20 mm graded agreegate ) kerb of size 30x10x30cm, fixed over 75 mm thick cement concrete base of 1:3:6 type C2 incl demolition/ dismantling of old kerb block (Incl surface excavation, if required) and rest of surfaces &joints filled with cement mortar 1:6 & apply 2 coat of synthetic enamel paint (Approved colour/design) over a coat of primer completedall as specified and directed by Engineer In Charge
14Demolition of sub base concreteandtilesandM&L forMachine pressed precast concrete (Coloured) tiles of size 300x300mm (20-22mm thickness) laid overand including 75mm PCC subbase 1:3:6 type C2 over 20mm screed bed of CM 1:6 fillingjoint with matching shade includingcomplete all as directed and directed by Engineer In Charge
15S&F PVC 110 mm dia (SWR) pipes single socketed, in any length with rubber ring joints laid & complete all as directed and directed by Engineer In Charge
16M&L Cement concrete 1:2:4 type B0 (using12.5mm graded aggregate ) in lintels upto 1..5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, incl demolition completeall as directed and directed by Engineer In Charge
17Dismantling of old tile and M&L forMachine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigments laid over and including 25mm thick crushed stonesand cushioncomplete allas specified and directed.
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