Tender For Special Repairs To Road And Footpath At Certain Location Under Ge(S) Tezpur, tezpur-Assam

Tender For Special Repairs To Road And Footpath At Certain Location Under Ge ( S ) Tezpur ; 1 Surface Dressing Of Soft / Loose Soil N Exc 15 Cm Deep At Road Side Berm Complete All As Specified And Directed 2 Excavation In Trenches N.Exc 1.5 M And N.Exc 1.5 M In Depth In Foundation And Getting Out In Soft / Loose Soil All As Specified And As Directed. 3 Returning, Filling Incl Spreading Levelling Watering And Well Ramming In Layers Not Exc 25 Cm For Soft / Lose Soil. 4 Removing Of Excavated Surplus Soil Not Exceeding 50M And Depositing Where As Directed At A Level Not Exceeding 1.5M Above The Staring Point. 5 M&L For 75 Mm Spread Thickness Moorum / Red Bajri Spread, Rolled And Consolidated To Gradient And Camber Required All As Specified And Directed. 6 M&L For Repair To Pot Holes Any Depth N.Exc 1.00 Sqm Each Including Sweeping Free From Dust And Mud Or Water, Scoring Sunken Surfaces In Roads, Path, Etc Cutting Around Edges At Least 25Mm In Depth And Making Good By Filling In Screened And Graded Road Metal And Well Ramming Complete All As Specified And Directed. 7 M&L Premix Bituminous, Macadam Using Paving Bitumen Grade Vg-30 Any Penetration Content @ 4% By Weight Of Total Mix Laid / Rolled And Compacted To Required Gradient And Camber With 8-10 Tonne Power Roller And Rolled To A Uniform Smooth Surface ( Any Consolidated Thickness ) Complete All As Specified And Directed. 8 M&L Forapplying Evenly A Priming / Tack Coatwithwith Rs I Grade Cationic Emulsion Confirming To Is 8887 @ 7.5 Kg Per 10 Sqm Using Mechanical Sprayer On Black Top Surface, Complete All As Specified Anddirected. 9 M&L For Preparing Existing Black Top Surfaces Of Roadby Brushing With Wire Brushes For Removing Cakedmud Etc Sweeping With Brooms And Finally Fanning The Cleaned Surfaceswith Gunny Bags To Remove All Loose Dirtetc Complete All As Specified Anddirected. 10 M&L Forapplying Evenly A Priming / Tack Coatwithwith Rs I Grade Cationic Emulsion Confirming To Is 8887@ 2.5 Kg Per 10 Sqm Using Mechanical Sprayer On Black Top Surface, Complete All As Specified Anddirected. 11 M&L For Bituminous Premix Semi-Dense Asphaltic Concrete ( Sdac ) 40 Mmconsolidated Thickness With 5.5% Binder Content Of Which ( Paving Bitument Vg 30By Wieght Of Total Mix Providing And Layingwith Mechanical Paver And Compactedwith 8 To 10 Tonne Capacity Powerroller To Required Gradient And Camber Complete All As Specifiedand Directed.Note:- Minimum Bitumen Content Shall Be 5.5 % As Specified Here In Above If The Actual Qty Of Bitumen To Be Incorporated On Approval Of Job Mix Formula Is Found More Than Minimum Bitumen Content As Specified Above There No Price Adjusment Shall Be Considered. 12 M&L For Preparing Bituminous Surfaces Of Road And Making 2.5Mm Thick Centre Lines, Stops Lines, Dashes, Arrows Etc And The Like N. Exc 10 Cm Wide On Roads Pavements With Hot Applied Thermo Plastic Road Marking Paint Of Approved Colour Confirming To Bs 3262-1989 With @ 5 Kg / Sqm And Applying Glass Beads @ 300 Gms / Sqm Over Painted Surfaces Special Applicator Machine All As Per Manufacturers Instruction Complete All As Specified And Directed. ( Make : Jotunindia Pvt Ltd. / Asian Apcomark / Stp / Shalimar Paints Ltd / Berger Paints Ltd / Jenson & Nicholson Paints Ltd. 13 S & F In Repairs Of Road Studs Two Way Reflective Of100mm X 100Mm X 26 Mm , Plastic Body Body Weight Not Less Then100 Gmsreflective Panel Of Amber, Red Or White Provided At Site As PermanufactuerS Instructionscomplete All As Directed 14 S&F In Repair Of Solar - Powered Environment Friendly, Led Based Road Stud Made Of Aluminium-Aloy Shell, 100% Waterproof Design According To Ip 65, Dimention Of 125Mmx 125Mm X 25 Mm ( Shank 60Mm ) , High Efficiency Mono-Crystallinesolar Panel 2.4V / 0.3 Watt, One Ni-Mh Or Nl-Cd Rechargeable Battery ( 1.2V / 1600 Ma ) , Six Super Bright Leds With 10, 000 To 18, 000Mcd ( Millicandela ) , View Distance : Upto 1000 Meters , Flash Rate : 2Hz, Bearable Weight : 10 Tons Approx, Working Time For 3 To 4 Days Provided At Site As Per ManufacturerS Instructions . 15 Fixing Only Of Solar - Old Led Based Road Stud / Cat Eye After Safly Removal From Existing Road At Site As Per ManufacturerS Instructions . 16 M&L Pre Cast Rcc ( 1:2:4 ) Type B1 Using20 Mm Graded Stone Aggregates For Cover Slab Of Drain, Manhole / Soak Pit Etc Set In Cement Mortar 1:4 Complete All As Specified And As Directed By Engr-In-Charge. 17 S&F Of Tmtbars 6 Mm To 8 Mm Dia, Cut To Length , Bent To Shape Required , Including Cranking, Bending Spirally For Hooping For Columns, Hookingends And Binding With Mild Steelwire ( Annealed ) Not Less Than 0.9 Mm Dia Or Securing With Clips, Complete All As Specified And Directed. 18 Material And Labour Forold Size Sub Class B Bricks, Straight Or Curved On Plan Exc 6M Men Radius Built In Cement Mortar ( 1:6 ) Havising Comoressivestrenght Notless Than 75 Kg / Sq Cm All As Specified And Directed. 19 Ditto As Per Item No 18 Except Bricks All As Specified And Directed. 20 Supply And Fix, 110 Mm Bore Pvc ( Swr ) Pipe Single Socketed With Rubber Ring Joints Fixed To Walls Or Laid In Trenches Or Floor All As Specified And Directed. 21 Demolition Of Stone Slabs And Tiles Of Any Description Or Thickness In Floors Laid, Bedded And Pointed In Any Mortar, Aprons Etc. 22 Demolition Ofcement Concrete ( Reinforced ) Of Any Description And In Any Position Not Otherwise Specifically Provided Forall As Directed. 23 Demolition Of Brickwork Or Stone / Boulder Masonry, Built In Cement Mortarall As Directed. 24 Demolition Of Un-Reinforced Cement Concrete In Ground Floors And Pavings Not Exceeding 15 Cm Thickness. 25 M&L Cement Concrete 1:4:8 Type D2 ( Using 40 Mm Graded Stone Aggregate ) As In Foundation, Filling And Mass Concrete Complete All As Specified And As Directed. 26 Taking Down Cement Plaster, Of Any Description On Brick Or Stone Walls, Etc Including Racking Out Joints, Hacking For Key, Scrubbing Down With Water All As Directed. 27 Providing And Laying 80 Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-30 Grade With Approved Colour, Design & Pattern As In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc., Of Required Strength, Thickness & Size / Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Compacting And Proper Embedding / Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Fine Sand And Cutting Of Paver Block As Per Required Size And Pattern, Finishing And Sweeping Extra Sand; Complete. 28 M & L For 100Mm Pcc 1:3:6 ( 40 M Graded Stone Aggregate ) As Sub Floor , Sub Baseeven And Rough To Recieve The Topping Layeras In Sub Base All As Specified And Directed 29 M&L For Chequered Cement Concrete Tiles Of Size 300 X 300 X 25 Mm Thick With Grey Cement And Pigment, Set And Jointed And Pointed In Neat Cement Slurry In Floors Laid Over & Including 15 Mm Thick Screed Bed In Cement Mortar 1:6 All As Specified And As Directed. 30 M&L For Providing Cement Concrete 1:2:4 Type B-1 Using 20 Mm Graded Stone Aggregate In Coping Water Thrugh And Like Including Watehreing, Slightly Rounded Or Hamfered Angles And Throating As Directed Including Formwork Complete. 31 M&L For Pcc 1:3:6 Type C-1 ( Using 20 Mm Graded Crushed Stone Aggregate ) As In Surface Channels, Drains Including All Necessary Form Work Complete All As Specified And Directed. 32 M&L Extra For Forming Fair Finished Drain Or Channel 30 Cm Inner Girth In Cement Concrete, Using Extra Cement, Including Forms, Moulds, Mitred / Stopped Ends Etc Complete All As Specified And Directed. 33 Add Or Deduct For Each 25 Mm Girth Or Part Thereof Over Or Under 30Cm Ditto 34 M & L, 15Mm Thick Rendering In C.M. ( 1:6 ) On Fair Faces Of Brick Work Finished Even And Fair Without Using Extra Cement 35 Notes :-1.For The Items For Which Specifications Not Mentioned Any Where In The Tender, The Irc Specifications Shall Be Followed. 2.Unless Otherwise Specified The Rates For Pcc Shall Deemed To Include The Cost Of Formwork Shuttering Etc., Required For Complete And Proper Execution Of The Work. Refer Schedule A Notes For Details.

INR 500 /-

INR 47520.0 /-

INR 23.76 Lakhs /-

Name of Work:

Sl. No.	Item Description
1	Surface dressing of soft/loose soil n exc 15 CM deep at road side berm complete all as specified and directed
2	Excavation in trenches n.exc 1.5 m and n.exc 1.5 m in depth in foundation and getting out in soft/loose soil all as specified and as directed.
3	Returning, filling incl spreading levelling watering and well ramming in layers not exc 25 cm for soft/lose soil.
4	Removing of excavated surplus soil not exceeding 50m and depositing where as directed at a level not exceeding 1.5m above the staring point.
5	M&L for 75 mm spread thickness Moorum/ red bajri spread, rolled and consolidated to gradient and camber required all as specified and directed.
6	M&L for repair to pot holes any depth n.exc 1.00 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, path, etc cutting around edges at least 25mm in depth and making good by filling in screened and graded road metal and well ramming complete all as specified and directed.
7	M&L Premix bituminous, macadam using paving bitumen grade VG-30 any penetration content @ 4% by weight of total mix laid /rolled and compacted to required gradient and camber with 8-10 tonne power roller and rolled to a uniform smooth surface (any consolidated thickness) complete all as specified and directed.
8	M&L forapplying evenly a priming/tack coatwithwith RS I grade cationic emulsion confirming to IS 8887 @ 7.5 kg per 10 Sqm using mechanical sprayer on black top surface, complete all as specified anddirected.
9	M&L for preparing existing black top surfaces of roadby brushing with wire brushes for removing cakedmud etc sweeping with brooms and finally fanning the cleaned surfaceswith gunny bags to remove all loose dirtetc complete all as specified anddirected.
10	M&L forapplying evenly a priming/tack coatwithwith RS I grade cationic emulsion confirming to IS 8887@ 2.5 kg per 10 Sqm using mechanical sprayer on black top surface, complete all as specified anddirected.
11	M&L for Bituminous premix semi-dense asphaltic concrete (SDAC) 40 mmconsolidated thickness with 5.5% binder content of which (Paving bitument VG 30by wieght of total mix providing and layingwith mechanical paver and compactedwith 8 to 10 tonne capacity powerroller to required gradient and camber complete all as specifiedand directed. Note:- Minimum bitumen content shall be 5.5 % as specified here in above If the actual qty of bitumen to be incorporated on approval of Job mix formula is found more than minimum bitumen content as specified above there no price adjusment shall be considered.
12	M&L for Preparing bituminous surfaces of road and making 2.5mm thick centre lines, stops lines, dashes, arrows etc and the like n. exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with @ 5 Kg/Sqm and applying glass beads @ 300 gms/Sqm over painted surfaces special applicator machine all as per manufacturers instruction complete all as specified and directed. (Make : JotunIndia Pvt Ltd. / Asian Apcomark / STP / Shalimar Paints Ltd / Berger Paints Ltd / Jenson & Nicholson Paints Ltd.
13	S & F in repairs of Road Studs two way reflective of100mm x 100mm x 26 mm ,plastic body Body weight not less then100 gmsReflective Panel of Amber, Red or White provided at site as permanufactuer"s instructionscomplete all as directed
14	S&F in repair of solar - powered environment friendly,LED based Road stud made of aluminium-aloy shell, 100% waterproof design according to IP 65, dimention of 125mmx 125mm x 25 mm (Shank 60mm), High efficiency Mono-crystallineSolar Panel 2.4V/0.3 watt, One Ni-Mh or NL-cd rechargeable battery (1.2V/1600 MA), Six super bright LEDs with 10,000 to 18,000mcd (Millicandela), View distance : upto 1000 Meters , Flash rate : 2Hz,Bearable Weight : 10 Tons approx, working time for 3 to 4 days provided at site as per manufacturer"s instructions .
15	Fixing only of solar - old LED based Road stud/ Cat eye after safly removal from existing road at site as per manufacturer"s instructions .
16	M&L Pre cast RCC (1:2:4) type B1 using20 mm graded stone aggregates for cover slab of drain, manhole/soak pit etc set in cement mortar 1:4 complete all as specified and as directed by Engr-in-Charge.
17	S&F of TMTbars 6 mm to 8 mm dia, cut to length , bent to shape required , including cranking, bending spirally for hooping for columns, hookingends and binding with mild steelwire (annealed) not less than 0.9 mm dia or securing with clips,complete all as specified and directed.
18	Material and labour forold size sub class B Bricks, straight or curved on plan exc 6m men radius built in cement mortar (1:6) havising comoressivestrenght notless than 75 kg/Sq cm all as specified and directed.
19	Ditto as per item No 18 except bricks all as specified and directed.
20	Supply and fix, 110 mm bore PVC (SWR)pipe single socketed with rubber ring joints fixed to walls or laid in trenches or floor all as specified and directed.
21	Demolition of Stone slabs and tiles of any description or thickness in floors Laid, bedded and pointed in any mortar, aprons etc.
22	Demolition ofcement Concrete (Reinforced) of any description and in any position not otherwise specifically provided forall as directed.
23	Demolition of brickwork or stone/boulder masonry, built in cement mortarall as directed.
24	Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness.
25	M&L cement concrete 1:4:8 Type D2 ( using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.
26	Taking down cement plaster, of any description on brick or stone walls, etc including racking out joints, hacking for key, scrubbing down with water all as directed.
27	Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.
28	M & L for 100mm PCC 1:3:6 ( 40 m graded stone aggregate) as sub floor , sub baseeven and rough to recieve the topping layeras in sub base all as specified and directed
29	M&L for Chequered cement concrete tiles of size 300 x 300 x 25 mm thick with grey cement and pigment, set and jointed and pointed in neat cement slurry in floors laid over & including 15 mm thick screed bed in cement mortar 1:6 all as specified and as directed.
30	M&L for providing cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate in coping water thrugh and like including watehreing, slightly rounded or hamfered angles and throating as directed including formwork complete.
31	M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels, drains including all necessary form work complete all as specified and directed.
32	M&L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.
33	Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto
34	M & L, 15mm thick rendering in C.M. (1:6) on fair faces of brick work finished even and fair without using extra cement
35	NOTES :- 1.For the items for which specifications not mentioned any where in the tender, the IRC specifications shall be followed. 2.Unless otherwise specified the rates for PCC shall deemed to include the cost of formwork shuttering etc., required for complete and proper execution of the work. Refer Schedule "A" notes for details.