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Tender For Urgent Repais To Side Shoulders To Internal Road From Sh-7 To Sakli Bondol In V.P. Kirlapal-Dabal In Dharbandora Taluka In Sanvordem Constituency Under Cmry Scheme., South Goa-Goa

Public Works Department-PWD has published Tender For Urgent Repais To Side Shoulders To Internal Road From Sh-7 To Sakli Bondol In V.P. Kirlapal-Dabal In Dharbandora Taluka In Sanvordem Constituency Under Cmry Scheme.. Submission Date for this Tender is 19-06-2023. Road Work Tenders in South Goa Goa. Bidders can get complete Tender details and download the document.




Tender Notice

37809691
Corrigendum : Tender For Urgent Repais To Side Shoulders To Internal Road From Sh-7 To Sakli Bondol In V.P. Kirlapal-Dabal In Dharbandora Taluka In Sanvordem Constituency Under Cmry Scheme.
Open Tender
Indian
Goa
South Goa
19-06-2023

Tender Details

Urgent Repais To Side Shoulders To Internal Road From Sh-7 To Sakli Bondol In V.P. Kirlapal-Dabal In Dharbandora Taluka In Sanvordem Constituency Under Cmry Scheme.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 05-Jun-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 19-06-2023

Key Value

Document Fees
INR 200 /-
EMD
INR 1000.0 /-
Tender Value
INR 9.31 Lakhs /-

BOQ Items

Name of Work: Urgent repais to side shoulders to internal road from SH-7 to Sakli Bondol in V.P. Kirlapal-Dabal in Dharbandora Taluka in Sanvordem Constituency Under CMRY Scheme.
Sl. No. Item Description
1Earthwork in excavation of foundation of structures of culvert, abntments piers, retaining wall etc in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix "A" to those specification either in full or parts as the case may be mechanical mean or any approvedmethod or methods as the case may be convenient or permitted inclusive of chiselling, wedging blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditionsetc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressedincluding setting out construction of shoring and bracing removal of stumps & other deleterious matter, dressing of sides & bottom, black filling the excavation earth pumping and bailing of water, carriage and disposal of excavated material barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads and lifts etc. complete.
2Supplying of Laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item).
3Earthwork in excavation for roadway in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix "A" to those specification either in full or parts as the case may be by with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippersorany approved method or method as the case may be convenient or permitted including cutting and pushing the earth to site of embankment for all leads including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.as per MORTH Specification 301and inclusive of chiselling, wedging, blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditions etc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressedincluding pumping and bailing of water barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads andlifts etc. complete.
4Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
5Providing & layingcementconcrete 1:2:4(1 cement:2coarsesand:4 graded graniticor basaltic stone aggregate. 20mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level
6Centering and shuttering including struttings, propping etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete.
7Steel work welded in built up section and framed work including cutting, hoisting, fixing in position for steel grating of size 2.00 m x 0.90 m with R.S. joists, Tees, angles, flats and channels of TATA/ SAIL/ VIZAG make only with structural steel not less than 163.6 kg. per unit including applying priming coat of red lead paint and two or more coats with superior quality ready mixed paint for steel work of approved brand and Manufacture in all shades on new work to give an even shade as per the approved drawing and direction of the Engineer in-charge.
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