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Tender For Repair/Recarpeting Of Certain Roads, Road Furniture Including Improvement To Protective Work Incl Retaining Wall, Berms, Culverts Etc. At Md Accn And Otm Accn Of Various Locations In Shillong Under Ge Shillong, shillong-Meghalaya

Military Engineer Services-MES has published Tender For Repair/Recarpeting Of Certain Roads, Road Furniture Including Improvement To Protective Work Incl Retaining Wall, Berms, Culverts Etc. At Md Accn And Otm Accn Of Various Locations In Shillong Under Ge Shillong. Submission Date for this Tender is 25-10-2023. Road furniture Tenders in shillong Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

39681709
Corrigendum : Tender For Repair/Recarpeting Of Certain Roads, Road Furniture Including Improvement To Protective Work Incl Retaining Wall, Berms, Culverts Etc. At Md Accn And Otm Accn Of Various Locations In Shillong Under Ge Shillong
Open Tender
Indian
Meghalaya
shillong
25-10-2023

Tender Details

Repair/Recarpeting Of Certain Roads, Road Furniture Including Improvement To Protective Work Incl Retaining Wall, Berms, Culverts Etc. At Md Accn And Otm Accn Of Various Locations In Shillong Under Ge Shillong

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Oct-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-10-2023
2 20-Oct-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 25-10-2023

Key Value

Document Fees
INR 1000 /-
EMD
INR 141500.0 /-
Tender Value
INR 77.50 Lakhs /-

BOQ Items

Name of Work: REPAIR/RECARPETING OF CERTAIN ROADS, ROAD FURNITURE INCLUDING IMPROVEMENT TO PROTECTIVE WORK INCL RETAINING WALL, BERMS, CULVERTS ETC. AT MD ACCN AND OTM ACCN OF VARIOUS LOCATIONS IN SHILLONG UNDER GE SHILLONG.
Sl. No. Item Description
1Material and labour for repair to potholes, not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads etc cutting around edges to at least 25mm in depth and making good by applying tack coat using paving bitumen (VG-10 Grade) @ 5 kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder using paving bitumen (VG-30 Grade) @ 9.8 Kg per 10 Sqm, blinded with 0.09 Cum of stone chipping 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings),depth of pothholes exceeding 30mmand rolled with 8 to 10 tonne power roller to uniform fair surfaces complete allas specified and directed.
2Material and labour for preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags or compressed air to remove all loose, dirt, etc. complete all as specified and directed.
3Material and labour for providing premixed bituminous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tone capacity power roller (consolidated thickness 75mm or less) using paving bitumen (VG 30 Grade) @ 4% by weight of total mix complete all as specified and directed.
4Material and labour for applying evenly a priming / tack coat with bituminous primer @ 5 kg per 10 sqm using paving bitumen (VG 10 Grade) all as specified and directed.
5Material and labour for providing bituminous premixed carpet 40 mm consolidated thickness with 0.54 cum of stone chipping mixed with 29.20 Kg of binder (paving bitumen of grade VG-30) per 10 Sqm, mixed in automatic hot mix plant, rolled and compacted to required camber and gradient etc. complete all as specified and directed.
6Material and labour for liquid seal coat using paving bitumen (VG 30 grade) @ 9.8 Kg per 10 Sqm, blinded with 6.3mm size of stone chipping @ 0.09 Cum per 10 Sqm and rolled with 8 to 10 tonne power roller to uniform fair surfaces complete allas specified and directed.
7Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
8Supply and fix in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striple reflector of model No. DA 972 fixed with and including MS stud of suitable size as per manufacturers instructions complete all as specified and directed.
9Supply and fix in repair metal tubular delineator made out of ABS round fitted with 2 Nos 65 mm bore highly reflective reflectors made out of PMMA and mounted on 45/50mm bore mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1, (using 20mm graded stone aggregates) complete all as specified and directed.
10Supply and fix in repair solar cat eye aluminium alloy (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono crystafie solar panel 2.4 V/0.30 watt one NI-ed rechargeable battery (1.20V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd complete all as specified and directed.
11Material and labour for hard core of gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15cm thick watered and rammed to a true surface complete all as specified and directed.
12Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
13Material and labour for 100mm thick PCC 1:4:8, type D-2 (using 40mm graded stone aggregates) as in sub base finished even and rough complete all as specified and directed.
14Material and labour for providing plain cement concrete, type B-2, 1:2:4 (using 40 mm graded stone aggregates) as in foundation filling and mass concrete etc complete all as specified and directed.
15Material and labour for providing plain cement concrete, type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in kerbs complete all as specified and directed.
16Material and labour for80 mm thick coloured, machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006, M-35 grade with grey cement and pigment complete all as specified and directed.
17Material and labour for sand filling under floor including well ramming for laying of interlocking paver blocks complete all as specified and directed.
18Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed.
19Material and labour for cement concrete, type B-2, 1:2:4 (using 40 mm graded stone aggregates) as in surface channels complete all as specified and directed.
20Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends etc. complete all as specified and directed.
21Excavation over area not exceeding 1.5m wide and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
22Material and labour for PCC 1:4:8, type D-2,(using 40 mm graded stone aggregates) as in foundation filling and mass concrete etc complete all as specified and directed.
23Material and labour for random rubble, uncoursed, ploygonal rubble walling brought up to course built in cement mortar 1:4 complete all as specified and directed.
24Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft /loose soil complete all as specified and directed.
25Removing excavated materials (soil) exceeding 50m and not exceeding 250m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
26Material and labour for PCC 1:3:6, type C-1,(using 20 mm graded stone aggregates) including necessary form works as in precast bond stone set in CM 1:6 complete all as specified and directed.
27Extra over hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 20mm in granite or trap stone complete all as specified and directed.
28Material and labour for raised pointing to random rubble stone maasonry uncoursed or brought upto course in cement mortar 1:3 complete all as specified and directed.
29Material and labour for PCC coping (1:2:4), type B-1 (using 20mm graded stone aggregates) complete all as specified and directed.
30Material and labour for loose filling with aggregate of guage 80 to 150mm broken stone or boulders behind weep holes complete all as specified and directed.
31Material and labour for 110mm PVC (SWR) pipes single socket in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
32Material and labour for preparation of new plastered surfaces of walls including cornices, plasters etc and applying three coats of white wash complete all as specified and directed.
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