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Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair, haddo-Andaman And Nicobar Islands

Military Engineer Services-MES has published Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair. Submission Date for this Tender is 21-02-2022. Traffic Barrier Tenders in haddo Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

30831837
Corrigendum : Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair
Open Tender
Indian
Andaman And Nicobar Islands
haddo
21-02-2022

Tender Details

Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair Provn Of Crash Barrier Along 1400Rm Path From Helipad To Nscb On Both Sides At Ross Island Under Ge Haddo, Port Blair

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Feb-2022 Date Corrigendum Date 14-02-2022
2 14-Feb-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 21-02-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 48900.0 /-
Tender Value
INR 24.45 Lakhs /-

BOQ Items

Name of Work: PROVN OF CRASH BARRIER ALONG 1400RM PATH FROM HELIPAD TO NSCB ON BOTH SIDES AT ROSS ISLAND UNDER GE HADDO, PORT BLAIR
Sl. No. Item Description
1Excavation in trenches not exceeding 1.5 mtr wideand not exceeding 1.5 m in depth, for foundation etc., or for shafts, wells, cess pits, manholes, pier holes etc not exc. 10 Sqm on plan and n.exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and as directed.
2M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed.
3Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm each as in soils complete all as specified and as directed.
4Removing excavated material (soils) to a distance notexceeding 50 metres and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.
5M&L for pre-cast cement concrete block masonry with solid blocks made up of (1:3:6) type C1 (using 20mm graded stone aggregate), masonry exceeding 10cm in width and setting in cement mortar (1:6) complete all as specified and directed.
6M&L for providing and laying at or near ground level , factory made kerb stone of M-25 graded cement concrete in position to the required line, level and curvature, jointed with CM 1:3, including making joints with or without grooves (thickness of joints except at sharp curves shall not be more than 5mm), including making drainage opening wherever required complete
7M&L for rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete, surfaces finished fair and even complete all as specified and as directed.
8M&L for preparation of newly plastered surfaces and applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm complete all as specified and as directed
9M&L for preparation of new surfaces of wall/ concrete, kerb stone etc of any description over 10cm girth or width not otherwise described and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed
10Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.
11Demolition of PCC block masonry, built in cement mortar including all quoins, arches, pillars etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
12Taking down cement plaster of any description on brick or stone walls etc., including raking out joints, hacking for key, scrubbing down with water etc., and removal of debris to outside MD land complete all as specified and as directed.
13M&L for 100mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base, finished even and fair without using extra cement complete all as specified and as directed.
14M&L for 100mm thick cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) , finished even and fair without using extra cement including spike rolling to surfaces or making impression of expanded material whilst the concrete is green complete all as specified and as directed.
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