Municipal Council -MC has published Tender For Proposed Widening And Beautification Of Road From Bicholim Bus Stand To Muslimwada Police Quarters Phase Iv Within Bicholim Municipal Jurisdiction. Submission Date for this Tender is 15-01-2024. Road Repair Tenders in North Goa Goa. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Demolishing laterite stone masonry in cement mortar including stacking of serviceablematerial & disposal of unserviceable material within 50 mts. lead. |
| 2 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in |
| 4 | a) All kinds of soil |
| 5 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directedwithin a lead of 50 m. |
| 6 | a) All kinds of soil |
| 7 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directedwithin a lead of 50 m. |
| 8 | b) All types of Ordinary rock including all types of laterite rock, blasting prohibited |
| 9 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: |
| 10 | a) Ordinary soil |
| 11 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 12 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 13 | a) All works upto plinth level |
| 14 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) |
| 15 | a) All works upto plinth level |
| 16 | b) In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 17 | c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 18 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC workincluding bending, binding & placing in position in all the floors alongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 19 | Centering & shuttering including Strutting, Propping & removal of forms for : |
| 20 | i) Foundations, Footings, Bases for columns |
| 21 | iii)Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 22 | xiii) Suspended floors, roofs landings, shelves & their supports |
| 23 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand)in foundation and basement.Extra for laterite masonry in all sizes in superstructure above floor V level for every 4 floors or part there of Extra for laterite masonry in all sizes in superstructure above floor V level for every 4 floors or part there of |
| 24 | Providing and laying upto floor five level cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) including smooth finishing to exposed surfaces, with cement mortar 1:3 (1 cement: 3 fine sand) including centering and shuttering etc. |
| 25 | b)String courses, copings, bedplates, anchor blocks, plain window sills and the like. |
| 26 | Providing and fixing prefabricated compoundgate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basalticaggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete. |
| 27 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 28 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 29 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (such as weather shield,APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 30 | Painting two or more coats (excluding priming coat) with ordinary ready mixed paint of approved brand & manufacture in all shades except white or green on new work to give an even shade. |
| 31 | Providing weep holes of PVC 6"" x 6 Kgs |
| 32 | Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankement upto a distance of 100 metres( average lead 50 metres), trimming bottom and side slopes in accordance with the requirements of lines grades and cross sections as per MORTH Specification 301 |
| 33 | Supplying of laterite stone soling of size 150-200mm 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 iterm) |
| 34 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404 |
| 35 | Grade - II |
| 36 | Grade III |
| 37 | Providing and laying 50mm (consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m.including Providing and laying seal coat sealing the voids in a bituminous surface laid with F.E loader with 1 Cu.m bucket capacity to the specified levels, grade and cross fall using Type Aseal coat with 0.98 kg/sqm of bitumen of grade as per MoT & H specifications clause513. |
| 38 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with Mechanical paved finisherto the required grade, level and alignment and rolledwith smooth wheeled roller and vibratory roller to achieve the desired compaction, including providing anti-stripping agent @0.5% of bitumen content, as per MoRT & H Specifications Clause 504Grade-II (19mm nominal size)@ 4% of Bitumen-mix a)Antistripping agent @0.5% of Bitumen Content |
| 39 | Providing and laying 30 mm thick Bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings Premixed with bituminious binder at 6.5 % by weight oftotal mix and filler using Antistripping agent transporting the hotmix to work site with all leads andapplying a tack coat @f 2.00 kg/10sq.m. with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled,vibratory or tandem rollers to achieve the desired compaction complete as per MORT&H specifications clause 509 and 503 |
| 40 | b) Organo-Silane antistripping agent (Zycotherm make or equivalent) @ 0.1% by weight of Bitumen a) Antistripping agent @ 0.5% of bitumen content |
| 41 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes as per MORTH Specification 803 |
| 42 | Providing of minimun 80mm thick factory made Shot blasted cement Interlocking paver blocks of minimum M40 grade of approved size and design/ shape lain in 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all completed as per the direction of Engineer . In Size: 210mm x 150mm x 80mm thick (Type: Rectangular Type Pavers) |
| 43 | b) Other Colours |
| 44 | Supplying and fixing ofPrecast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakagecomplete and as directed by Engineer -in -charge. |
| 45 | a Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity. |
| 46 | Supplying and fixing Pre-cast cement concrete kerb-stones(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification. |
| 47 | a) Size 30 cm L x 50 cm H x 15 cm T |
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