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Construction And Maintenance Of Road From Saloora Hajam Mohalla To Daribal(Balance Work),Package No. Jk13-87 ,Stage-Ii, Total Length-2.50 Km, Balance Work Length-0.50 Km, Maintenance Of The Said Road Is 2.50 Kms, Pmgsy Division Ganderbal. , Ganderbal-Jammu And Kashmir

Pradhan Mantri Gram Sadak Yojana-PMGSY has published Construction And Maintenance Of Road From Saloora Hajam Mohalla To Daribal(Balance Work),Package No. Jk13-87 ,Stage-Ii, Total Length-2.50 Km, Balance Work Length-0.50 Km, Maintenance Of The Said Road Is 2.50 Kms, Pmgsy Division Ganderbal. . Submission Date for this Tender is 06-08-2021. Road Repair Tenders in Ganderbal Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

28673847
Construction And Maintenance Of Road From Saloora Hajam Mohalla To Daribal(Balance Work),Package No. Jk13-87 ,Stage-Ii, Total Length-2.50 Km, Balance Work Length-0.50 Km, Maintenance Of The Said Road Is 2.50 Kms, Pmgsy Division Ganderbal.
Open Tender
Indian
Jammu And Kashmir
Ganderbal
06-08-2021

Tender Details

Construction And Maintenance Of Road From Saloora Hajam Mohalla To Daribal(Balance Work),Package No. Jk13-87 ,Stage-Ii, Total Length-2.50 Km, Balance Work Length-0.50 Km, Maintenance Of The Said Road Is 2.50 Kms, Pmgsy Division Ganderbal.

Key Value

Document Fees
INR 4000 /-
EMD
Refer document
Tender Value
INR 47.06 Lakhs /-

BOQ Items

Name of Work:BOQ For for Balance work for Construction of road from Saloora Hajam Mohalla to Daribal, (Balance Work),Stage-II, Total Length :2.5 Km Length of Balance Work:0.5 Km
Sl. No. Item Description
1Pavement:
2Granular sub-base / base / surface course with local materials (Table 400.13)by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavator at once & compacting with smooth wheel roller to acheive the desired density complete as per clause 401.4 as per techinical specifications clause 408. (Using naturally occuring),including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori etc(Finished work to be measured,)
3Wet Mix Macadam:- Providing, laying, spreading and compacting gradestone aggregates of specific sizes to wet mix macadam specification including premixing the material with water at OMC in mechanical (pug mill) carriage of mixed material by tipper to site, laying in uniform layers in sub /base course on well prepared sub base and compacting with smooth wheel roller of 80 to 100 kn weight to acheive the desired density including lighting barricading and maintaince of diversion etc as per table 400.11and 400.12 and technical specifications clause 406.including loading, unloading, haulages,octroi chargesand royality complete.(finished work to be measured)
4Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (Low Porosity)
5Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
6Bit. Macadam:P/L Bituminous Macadam 50mm thick. with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder VG-10 @ 3.5% minimum, transported to site of work upto required lead , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause 504 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)
720mm thick OGPC: Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of13.20 mm to 5.60mm size aggregates either using penetration grade bitumen or emulsion torequired line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means using bitumen.(S-90)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete)
8Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510.specification 1995)by Manual means using bitumen (VG-10) .including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .
9Berm Filling / Shoulder:- Construction of subgrade and earthen shoulders with approvedmaterial obtained from borrow pitswith all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 . incl. cost and carriage with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) .
10Part-B Pipe Crossing
11Earth work in excavation for structures as per drawings and technical specifications clause 305.1, upto required depth, including setting out, construction of shoring and bracing, removal of stumps and other deterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material hard soil/ordinary rock.(Finished work to be measured, complete )
12Type B(First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii))including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
13Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of granular material in single row socketedtypefixed with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and massonaryworks in head walls and parapets as per Clause 1106.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) (300 mm SS type)
14Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of granular material in single row socketedtypefixed with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and massonaryworks in head walls and parapets as per Clause 1106.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) (750 mm SS type)
15Part-C PCC Edge wall
16Earth work in excavation for structures as per drawings and technical specifications clause 305.1, upto required depth, including setting out, construction of shoring and bracing, removal of stumps and other deterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material hard soil/ordinary rock.(Finished work to be measured, complete )
17Type B 1st. class bedding on well compacted sand, moorum of approved granual material as per clause 1105 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
18Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 {P.C.C grade M 15 Nominal mix (1:2.5:5)}including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
19Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(Granular Material)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
20Construction of embankment with approved material obtaned from borrow pits,includingtransporting to site,spreading,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 including all leads lifts and carriages from approved source to site of work complete.
21Part-D Road Furniture
22Providing and fixing ofcautionary, mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)
23Providing and Fixing of PMGSY Logo Board( at 2 Kms /Logo Board )as per drawing and details of PMGSY (Fig: 5with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
24Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1,with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
25Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703,
26Maintenance for Five Years
271st Year
282nd Year
293rd Year
304th Year
315th Year
32The Contractor has to quote the rateswithout GST and GST @12% shall be added at the time of Allotment.
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