Tender For Provision Of Tech Accommodation For Mdc Agra Under Ge (West) Agra (Rain Water Harvesting), agra-Uttar Pradesh

Tender For Provision Of Tech Accommodation For Mdc Agra Under Ge ( West ) Agra ( Rain Water Harvesting ) ; 1 Excavating Over Areas, N Exc 1.5 M Deep And Getting Out In Soft / Loose Soil Complete All As Specified And Directed. 2 All As Per Item No 01 Above But Exc 1.5 M And Nexc 3.0 M Deep 3 All As Per Item No 01 Above But Exc 3M And Nexc 4.50 M Deep 4 Excavation In Trenches N Exc 1.5 M Wide And N Exc 1.5 M In Depth For Foundation Etc In Soft / Loose Soil Complete All As Specified And Directed. 5 M&L Pcc 1:4:8 Type D-2, ( Using 40Mm Graded Stone Aggregate ) As In Bed Of Drain Pipe Including Packing Under And Haunching Against The Sides Of Pipes After They Are Laid And Tested For The 150Mm Dia Of Pipe Complete All As Specified And Directed 6 M&L For Fly Ash Brick Work With Old Size Bricks Straight Or Curved On Plan Exc 6M Mean Radius Built In Cm 1:6 Complete All As Specified And Directed. 7 M&L For Pcc 1:2:4 Type B-1 Using 20 Mm Graded Stone Aggregate As In Copings Etc Complete All As Specified And Directed. 8 M&L For Boring Holes 250 Mm Dia By Mechanical Means, In Any Type Of Soil For Under Reamed Piles Or Bore Well And Getting Out And Disposal Of Spoil To A Distance Of N Exc. 50M Complete All As Specified And Directed. 9 M&L For Upvc Slotted Pipe 160 Mm Dia With Vertical1 Mm Slots Incl All Fittings Like Sockets Etc For Bore Well Casing Suitable For 0.4 Mpa Working Pressure Complete All As Specified And Directed. 10 M&L For Upvcpipe 160 Mm Diaincl All Fittings Like Sockets Etc For Bore Well Casing Suitable For 0.4 Mpa Working Pressure Complete All As Specified And Directed. 11 M&L For Upvcpipe 25 Mm Diaincl All Fittings Like Sockets Etc For Bore Well Casing Suitable For10 Kgf / Cm2working Pressure Complete All As Specified And Directed. 12 M&L For Development Of Tube Well With Compressed Air With 450 Cfm At 10 Kg Pressure Incl Required T&P Etc Complete All As Specified And Directed. 13 M&L For Pvc Bail Plug Suitable For 160 Mm Dia Pvc Pipes, Complete All As Specified And Directed. 14 M&L For Pvc Well Cap Suitable For 160 Mm Dia Bore Of Pipe, Complete All As Specified And Directed. 15 M&L For Rcctype B1 1:2:4 ( Nominal Mix ) ( Using 20Mm Graded Crushed Stone Agg ) Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves And The Like Complete All As Specified And Directed. 16 M&L For Tmt Bars 10 Mm Dia And Over Cut To Length, Bent To Shape Required Including Cranking, Bending Spirally For Hooping For Columns And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.90Mm Dia Complete All As Specified And Directed. 17 M&L For Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work; Not Exceeding 200Mm Thick ( Horizontal Or Sloping Rough Finished Surfaces Ofconcrete Flat Complete All As Specified And Directed. 18 M&L For Formwork To Edges Of Concrete Flats, Treads, Breaks In Floors, Window Cills, Concrete Railings, Openings In Concrete Walls, Floor And Roofs N Exc 20 Cm Wide And Sides Of Rcc / Pcc Bands In Walls, Horizontal Or Sloping And Similar Work Exc 10Cm But N Exc 20Cm Widerough Finished Surfaces Of Concrete Complete All As Specified And Directed. 19 M&L For Precast Rcc Type B1 1:2:4 ( Nominal Mix ) ( Using 20Mm Graded Crushed Stone Agg ) As In Manholes Cover Slab And Set In Cement Mortar 1:6 Incl Necessary Form Work Complete All As Specified And Directed. 20 M&L 15Mm Thick Rendering On Fair Faces Of Brick Or Concrete Surfaces In Cm 1:4, Finished Even And Fair Complete All As Specified And Directed. 21 M&L For Loose Filling With Pea Gravelsin Soakage Pits, Soakage Wells Etc Complete All As Specified And Directed. 22 M&L For Sand Filling Under Floors Or In Foundations, Soak Pits Etc Including Watering And Consolidation, Complete All As Specified And Directed. 23 M&L For Hand Packing ( Any Thickness ) At Back Of Wall Etc And Raising Or Lowering To The Required Level With Broken Bricks Complete All As Specified And Directed. 24 M&L For Framed Work Such As Grills, Gratings, Etc. With Ends Of Bars Shouldered And / Or Riveted, Or Forged Into Spikes, Framed Guard Bars, Barred Iron Doors, Ladders, Framed Balusters, Walk Ways, Railings, Framework Of Water Tanks And Similar Work Conforming To Fe-290 Gde-E-165 Complete All As Specified And Directed. 25 M&L For Returning, Filling In, Incl Spreading, Levelling, Watering And Well Ramming In Layers N Exc 25 Cm For Soft / Loose Soil Complete All As Specified And Directed. 26 M&L For Removing Excavated Earth ( Soil ) To A Distance N Exc 50 M And Depositing Where Directed At A Level N Exc 1.5 M From The Starting Point Complete All As Specified And Directed. 27 S&F Pvc Swr Pipe Single Socketed In Any Length With Rubber Ring Joints Laid In Trenches Or In Floor 110 Mm Dia Complete All As Specified And Directed. 28 M&L Concrete Bed To Drain Pipe Including Packing Under And Completely Surrounding Pipe After They Are Laid And Tested In Pcc 1:4:8 Type D-2 For 110 Mm Dia Pipe Complete All As Specified And Directed. 29 M&L For Pcc 1:3:6 Type C-1 Using 20 Mm Graded Stone Aggregate As In Surface Channel And Drain Complete All As Specified And Directed.

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	06-Dec-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	13-12-2023
2	13-Dec-2023	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	18-12-2023

INR 200 /-

INR 6900.0 /-

INR 3.45 Lakhs /-

Name of Work:PROVN OF TECH ACCN FOR MDC AGRA UNDER GE (WEST) AGRA (RAIN WATER HARVESTING)

Sl. No.	Item Description
1	Excavating over areas,n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
2	All as per Item No 01 above but exc 1.5 m and nexc 3.0 m deep
3	All as per Item No 01 above but exc 3m and nexc 4.50 m deep
4	Excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc in soft/loose soil complete all as specified and directed.
5	M&L PCC 1:4:8 type D-2, (using 40mm graded stone aggregate) as in bed of drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for the 150mm dia of pipe complete all as specified and directed
6	M&L for fly ash brick work with old size bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed.
7	M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in copings etc complete all as specified and directed.
8	M&L for boring holes 250 mm dia by mechanical means, in any type of soil for under reamed piles or bore well and getting out and disposal of spoil to a distance of n exc. 50m complete all as specified and directed.
9	M&L for UPVC slotted pipe 160 mm dia with vertical1 mm slots incl all fittings like sockets etc for bore well casing suitable for 0.4 mpa working pressure complete all as specified and directed.
10	M&L for UPVCpipe 160 mm diaincl all fittings like sockets etc for bore well casing suitable for 0.4 mpa working pressure complete all as specified and directed.
11	M&L for UPVCpipe 25 mm diaincl all fittings like sockets etc for bore well casing suitable for10 kgf/cm2working pressure complete all as specified and directed.
12	M&L for development of tube well with compressed air with 450 CFM at 10 kg pressure incl required T&P etc complete all as specified and directed.
13	M&L for PVC bail plug suitable for 160 mm dia PVC pipes,complete all as specified and directed.
14	M&L for PVC well cap suitable for 160 mm dia bore of pipe,complete all as specified and directed.
15	M&L for RCCtype B1 1:2:4 ( nominal mix) (using 20mm graded crushed stone agg) slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
16	M&L for TMT bars 10 mm dia and over cut to length,bent to shape required including cranking,bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed.
17	M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping rough finished surfaces ofconcrete flat complete all as specified and directed.
18	M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm widerough finished surfaces of concrete complete all as specified and directed.
19	M&L for precast RCC type B1 1:2:4 ( nominal mix) (using 20mm graded crushed stone agg) as in manholes cover slab and set in cement mortar 1:6 incl necessary form work complete all as specified and directed.
20	M&L 15mm thick rendering on fair faces of brick or concrete surfaces in CM 1:4,finished even and fair complete all as specified and directed.
21	M&L for loose filling with pea gravelsin soakage pits,soakage wells etc complete all as specified and directed.
22	M&L for Sand filling under floors or in foundations,soak pits etc including watering and consolidation,complete all as specified and directed.
23	M&L for hand packing ( any thickness) at back of wall etc and raising or lowering to the required level with broken bricks complete all as specified and directed.
24	M&L for framed work such as grills,gratings,etc. with ends of bars shouldered and/or riveted,or forged into spikes,framed guard bars,barred iron doors,ladders,framed balusters,walk ways,railings,framework of water tanks and similar work conforming to Fe-290 Gde-E-165 complete all as specified and directed.
25	M&L for returning, filling in,incl spreading,levelling,watering and well ramming in layers n exc 25 cm for soft/loose soil complete all as specified and directed.
26	M&L for removing excavated earth (soil) to a distance n exc 50 m and depositing where directed at a level n exc 1.5 m from the starting point complete all as specified and directed.
27	S&F PVC SWR pipe single socketed in any length with rubber ring joints laid in trenches or in floor 110 mm dia complete all as specified and directed.
28	M&L concrete bed to drain pipe including packing under and completely surrounding pipe after they are laid and tested in PCC 1:4:8 type D-2 for 110 mm dia pipe complete all as specified and directed.
29	M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in surface channel and drain complete all as specified and directed.