BRR : 11275150
Click Here To View Tendering Authority. Price Bid City/State :  panaji, Goa
Tender Brief : Tender for Civil Works , Earthwork In Excavation By Mechanical/Manual Means Over Areas (Exceeding 10 Sqm. In Plan & 1.5 M In Width) At All Depths In All Type Of Strata Comprising Any Of The Materials Such As Soil, Silt, Sand, Clay, Gravels, Moorum Of All Varieties, Shingles, Pebbles, All Types Of Conglomerates, All Types Of Laterite Rock, Soft Rock, Disintegrated Rock, Fissured/ Shattered/ Decomposed Rock Or Weathered Rock And All Such Other Materials As Described Under Appendix To These Specifications Whether In Full Or In Parts As The Case May Be Adopting Any Approved Method Or Methods As M... Read More
Tender Value
96,45,483
Submission Date
05-03-2026
Participated Bidder List
3 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics 1,01,16,541 L1
2 cnet-technologies Bid Analytics
3 cnet-technologies Bid Analytics 1,01,85,614 L2
Work Detail
tender for civil works , earthwork in excavation by mechanical/manual means over areas (exceeding 10 sqm. in plan & 1.5 m in width) at all depths in all type of strata comprising any of the materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerates, all types of laterite rock, soft rock, disintegrated rock, fissured/ shattered/ decomposed rock or weathered rock and all such other materials as described under appendix to these specifications whether in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including dressing of sides and ramming of bottoms, including getting out the excavated soil at all lifts, including pumping or bailing out water and disposal of surplus excavated earth as directed by engineer within a lead of 50mt and all lift etc. complete. , refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by engineer in charge. , rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. , laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. , laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in superstructure from floor i level upto floor v level. , providing and laying exposed decorative laterite masonry in cladding using patradevi stone of average thickness 75mm laid at all heights using cement mortar 1:3 ( 1 cement : 3 coarse sand) and all other required materials ,tools,tackels,
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