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Tender For Special Repair To Road From Tech Gate To Fol Dump And Fol Dump To Kote At Army Avn Base And Front Of Ksp Near Unit Mt Of Mtn Div Sig Regt Under Ge (E) Bareilly, bareilly-Uttar Pradesh

Military Engineer Services-MES has published Tender For Special Repair To Road From Tech Gate To Fol Dump And Fol Dump To Kote At Army Avn Base And Front Of Ksp Near Unit Mt Of Mtn Div Sig Regt Under Ge (E) Bareilly. Submission Date for this Tender is 15-05-2024. Road Work Tenders in bareilly Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43220910
Tender For Special Repair To Road From Tech Gate To Fol Dump And Fol Dump To Kote At Army Avn Base And Front Of Ksp Near Unit Mt Of Mtn Div Sig Regt Under Ge (E) Bareilly
Open Tender
Indian
Uttar Pradesh
bareilly
15-05-2024

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Tender Details

Tender For Special Repair To Road From Tech Gate To Fol Dump And Fol Dump To Kote At Army Avn Base And Front Of Ksp Near Unit Mt Of Mtn Div Sig Regt Under Ge (E) Bareilly

Key Value

Document Fees
INR 500 /-
EMD
INR 49520.0 /-
Tender Value
INR 24.76 Lakhs /-

Attachment

FileName File Description File Size
7d3351ee-6d40-4338-83e6-ed2abf0f1eb3.html Tender Notice 0 KB
BOQ_728476.xls Tender Document 0 KB
TD02.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: SPL REPAIR TO ROAD FROM TECH GATE TO FOL DUMP AND FOL DUMP TO KOTE AT ARMY AVN BASE AND FRONT OF KSP NEAR UNIT MT OFMTN DIV SIG REGT UNDER GE (E) BAREILLY
Sl. No. Item Description
1M&L for repair to potholes any depth, n exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming(including supplyof road metal) complete all as specified and directed.
2Scarifying or picking gravelled, macadamor bituminous macadam surfaces in arean exc 400 sqmexc 50mm and n exc 100mm deep complete all as specified and directed.
3M&L for preparingsurfaces by 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 applyingevenly a tack coat with bituminous primer at 5 kg per 10 sqm VG-10 (Paving Bitumen) complete all as specified and directed.
4M&Lfor premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.Note- (i) Aggregates for Bitumnous works shall confirm to clause No 20 B 2.5 of SSR 2009 (Part-I (Specifications) with the following constrants :- Aggregate passing 26.5 mm IS Sieve- 100% Aggregate passing 13.20 mm IS sieve-60% to 80% Aggregate passing 4.75mm IS sieve-20% to 30% Aggregate passing 2.36 mm IS sieve-5% to 10%
5M&L for applying evenly a priming/tack coat with bituminous primer at 5 Kg per 10 sq metre using paving bitumen over Bitumin macadam portion complete all as specified and directed.
6M&L for bituminous premixsemi dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade)by weight of total mix and mixed in hot mix plant and laid by mechanical paver, rolled and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed. Note :(i) Design Mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate.(ii) Aggregates for Bituminous worksshall conform to clause No 20 B 2.5of SSR 2009 Part- I Note for item No. 5 : Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 40/- per kg of bitumen (less consumed) shall be made on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula.
7Supply and fixing in replacement ofcat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No DA 972.0 fixed with and including MS stud of suitable size as per manufactures instrucitons complete all as specified and directed.
8Supply and fix in replacemet solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mmx125mmx25mm shank 65mm) of high efficiency mono crystafie solar panel 2.4V/0.3 watt one Ni-ed rechargeable battery (1.2V/1600MA) conssisting of super bright LED with 10,000 to 18,000mcd completed as per manufacturerers insturction etc all as specified and directed.
9S&F in replacement road rummble straight 300mm x 150mm made out of hard acrylic polymers of colour yellow and black with both side reflector for fixing with suitable bitumin and including filling PCC 1:2:4 complete good finish surface all as specified and directed
10M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cmwide 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.
11M&L for 10 cm thick(compacted thickness)WBM with coarse aggregate of grading 1(90 to 40mm size),spread rolled and consolidated to gradient and camber reauired with 8 to 10 tonne power roller complete all as specified and directed
12M&L for preparingsurfaces by 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 applyingevenly a tack coat with bituminous primer at 10 kg per 10 sqm VG-10 (Paving Bitumen) complete all as specified and directed.
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