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Tender For Construction Of Retaining Wall At Rana Tar, East Sikkim-Sikkim

Gorkhaland Territorial Administration-GTA has published Tender For Construction Of Retaining Wall At Rana Tar. Submission Date for this Tender is 07-03-2024. Wall Construction Tenders in East Sikkim Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

42567871
Tender For Construction Of Retaining Wall At Rana Tar
Open Tender
Indian
Sikkim
East Sikkim
07-03-2024

Tender Details

Construction Of Retaining Wall At Rana Tar

Key Value

Document Fees
INR 1250 /-
EMD
INR 5000.0 /-
Tender Value
INR 2.49 Lakhs /-

BOQ Items

Name of Work: RETAINING WALL AT RANA TAAR, PITHAMCHIN SANSAD, LINGSAY GRAM PANCHAYAT WITHIN PEDONG DEVELOPMENT BLOCK, DISTRICT KALIMPONG UNDER XV FC 2023-2024.
Sl. No. Item Description
1Page No. 234 Item NO. 3 Earthwork in excavation of foundation trenches or drains in all sorts of soils(Including mixed soils but excluding laterite or sandstone), including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 m.
2Page No. 229 Item No. 12 (A) Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.
3(B) Cost of Boulders
4Page No. 23 Item No. 1 (a) Cement Concrete with graded jhama khoa(30 mm size excluding shuttering in ground floor and foundation. (a) 1:3:6 proportion
5Page No. 231 Item No. 42 (a) (ii)Rubble masonry in cement mortar with hard, dressed stones from approved quarries and clean washed course sand including carriage of all materials o site ( in roads & jhora works).(a) With cement-sand mortar 1:6 (ii) Course
6Page No. 237 item No. 56 Providing weep holes ( 150 x 75) mm in abutment or wing wall for the entire thickness with slope 1:20 towards drainage surface including packing different size of brick bat or boulders of approved quality and sizes at the back side as per the direction of the Engineer-in-charge
7Add 1% Cess
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