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Tender For Provision Of Klp (Ph-Ii Of Iii Phases) For Aats Agra Under Ge (East) Agra (Rain Water Harvesting)., agra-Uttar Pradesh

Military Engineer Services-MES has published Tender For Provision Of Klp (Ph-Ii Of Iii Phases) For Aats Agra Under Ge (East) Agra (Rain Water Harvesting).. Submission Date for this Tender is 12-10-2023. Water Harvesting Tenders in agra Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

39565561
Corrigendum : Tender For Provision Of Klp (Ph-Ii Of Iii Phases) For Aats Agra Under Ge (East) Agra (Rain Water Harvesting).
Open Tender
Indian
Uttar Pradesh
agra
12-10-2023

Tender Details

Tender For Provision Of Klp ( Ph-Ii Of Iii Phases ) For Aats Agra Under Ge ( East ) Agra ( Rain Water Harvesting ) . ; 1 Excavation In Over Area N Exc 1.5 Mtr Deep And Getting Out In Soft / Loose Soil Complete All As Specified And Directed 2 All As Per Item No 1 Here Inabove But Exc 1.5 Mtr Deepand Not Exc 3.00 Mtr Deep In Soft / Loose Soil Complete All As Specified And Directed 3 All As Per Item No 1 Here Inabove But Exc 3.0 Mtr Deepand Not Exc 4.50 Mtr Deep In Soft / Loose Soil Complete All As Specified And Directed 4 Excavation In Trenches In Soft / Loose Soil Nexc 1.5M In Wide And Nexc 1.5M In Depth For Foundation Etc Or For Shafts , Wells, Cesspits, Pier Holes Etc Nexc 10 Sqm On Plan And Getting Outcomplete All As Specified And Directed 5 M&L For Pcc 1:4:8 Type D-2 ( Using 40Mm Graded Stone Aggregate ) As In Foundation Filling And Mass Concrete Complete All As Specified And Directed 6 M&Lfor Concrete Bed To Drain Pipe Including Packing Under And Completelysurrounding Pipe With Concrete After They Are Laid And Tested In Pcc 1:4:8 Type D-2 ( Using 40 Mm Graded Stone Aggregate ) For 150Mm Dia Of Pipe Complete All As Specified And Directed 7 M & L For Brick Work With Old Size Sub Class Fly Ashbricks, Straight Or Curved On Plan Exc 6.0 M Mean Raduis And Built In Cement Mortar ( 1:6 ) .Complete All As Specified And Directed 8 Returning, Filling Of Soil Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25Cm Thick Complete All As Specified And Directed 9 Removing Excavated Material N Exc 100 M And Deposited Where Directed At Level N Exc 1.5 M Above The Starting Point.Complete All As Specified And Directed 10 M & L For Hard Core Of Broken Stone Or Boulder Guage Not Exc 63Mm, Deposited, Spread And Levelled In Layers Not Exc 15Cm Thick, Watered And Ramped To A True Surface Complete All As Specified And Directed 11 M&L For Pcc 1:2:4Type B-0 ( Using 12.5Mm Graded Stone Aggregate ) As In Coping, Kerbing, Benching Etc Complete All As Specified And Directed 12 M&L For 50Mm Thick Pcc 1:2:4Type B-1 ( Using 20Mm Graded Stone Aggregate ) Finished Even And Smooth Without Using Extra Cement Complete All As Specified And Directed 13 M & L For 15Mm Thick Rendering Plaster In Cement Mortar 1:4 On Fair Face Of Brick Work Finished Even And Fair Complete All As Specified And Directed 14 Supply And Filling 100-200Mm Size Boulder For Recharge Pit From Lal Kua Quarrycomplete All As Specified And Directed 15 Supply And Filling 40-43Mm Size Boulder For Recharge Pit From Lal Kua Quarrycomplete All As Specified And Directed 16 Supply And Filling Coarse Sand For Recharge Pit Complete All As Specified And Directed 17 Supply And Filling Ofpea Gravel Size 6 To 12Mm Complete All As Specified And Directed 18 S&F 100Mm Bore Pvc Air Bentbend U Type Complete All As Specified And Directed 19 Drilling Bore Well Of 200Mm Dia Upto 60Mtr Depth In Any Type Of Soil Lowering To The Pipe Complete All As Specified And Directed 20 Supply And Lowering The Pvc Pipe 110Mm Outer Dia Pressure 6 Kg / Sqcm As Per Is-4985 ( 2000 ) Including All Fitting Complete All As Specified And Directed 21 S&F Pvc Slotted Pipe Single Socketed 6Mtr Length With Lower To Bore And At Place110mm Outer Dia Pipe Pressure 6Kg / Sqcm As Per Is-4985 ( 2000 ) Complete All As Specified And Directed 22 S&F Pvc Bail Plug For 110 Mm Outer Dia Complete All As Specified And Directed 23 S&F Pvc Well Cap For 110 Mm Outer Dia Complete All As Specified And Directed 24 S&F Pvc Vent Pipe For 110 Mm Outer Dia Complete All As Specified And Directed 25 M&L For Development Of Bore Well By Air Compressor Having Capacity 450 / 150 Cfm / Psicomplete All As Specified And Directed 26 S&F Pvc Pipe Of Pressure 6 Kg / Sqcm Single Socketed In Any Length With Rubber Ring Joints Laid In Trenches Or In Floor 160Mm Outer Diacomplete All As Specified And Directed 27 S&F Stainless Steel Sheet For Screen Chamber Of Thickness 16 Gauge ( 1.6Mm ) With Rounded Punched Holes 15Mm Dia And Area Of Each Screen Not Exceeding 1.00 Sqm Fixed With Angle Grooves And Removeable With One End ( Top End ) Having Additional Thickness For Holding For Cleaning Purposecomplete All As Specified And Directed 28 S&F Rolled Ms Framed Work As In Doors Or Gate Of Angle Or Other Section With Gusset Plate, Rail, Brases Etc Ornamental And Intricate Design, Including Either Hooks And Hinges Or Steel Hanging Door Fitting To Be Prepared For Hanging And Also Fastening Conforming To Fe 410 Gde E-250Complete All As Specified And Directed 29 M&L For Preparation Of New Steel Or Iron Surfaces Of Any Description Not Other Wise Described Over 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primercomplete All As Specified And Directed 30 M&L For Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Not Exceeding 200Mm Thick ( Horizontal Or Sloping ) Complete All As Specified And Directed. 31 M&L Forform Work To Edges Of Concrete Flats Floors Or Roof Exc 10Cm But N Exc 20Cm Wide Complete All As Specified And Directed. 32 M & L For Mild Steel Tmt Bars Of 10 Mm Dia And Over Cut To Length, Bent To Shape Required, Including Cranking, Bending And Binding With And Including Ms Wire ( Annealed ) Not Less Than 0.9Mm Dia Lintels Complete All As Specified And Directed. 33 All As Per Item No 32 Here Inabove But 6 To 8Mm Dia Tmt Bars As In Stirups Complete All As Specified And Directed 34 S&F Stainless Steel Grating / Jali To Cover The Pvc Pipe Of110mm Outer Dia Made With 8Mm Dia Ss Bar With Coller And Aperture 50Mm C / C Complete All As Specified And Directed 35 M & L Proving Pre Cast Over Slab Of Rcc 1:2:4 Type B-1 ( 20Mm Grade Stone Aggregate ) For Manhole / Chamber Cover & Set In Cement Mortar 1:6 Complete All As Specified And Directed 36 M&L For Rcc 1:2:4 Type B-1 Using 20 Mm Graded Stone Aggregate As In Slab Supported On Wall Complete All As Specified And Directed 37 S&F 110Mm Bore Pvc ( Swr ) Pipes Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floors Complete All As Specified And Directed 38 S&F 150Mm Bore Pvc ( Swr ) Pipes Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floors Complete All As Specified And Directed 39 S&F 200Mm Bore Pvc ( Swr ) Pipes Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Or In Floors Complete All As Specified And Directed 40 S&F 110Mm Bore Pvc ( Swr ) Junction Single, ( Single T ) , Equal Or Unequal With Access Door Complete All As Specified And Directed 41 S&F 110Mm Bore Pvc ( Swr ) Bends Any Radius Complete All As Specified And Directed.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-Sep-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 07-10-2023
2 07-Oct-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 12-10-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 20686.0 /-
Tender Value
INR 10.34 Lakhs /-

BOQ Items

Name of Work: PROVN OF KLP (PH-II OF III PHASES) FOR AATS AGRA (RAIN WATER HARVESTING)
Sl. No. Item Description
1Excavation in over area n exc 1.5 mtr deep and getting out in soft/loose soil complete all as specified and directed
2All as per item No 1 here inabove but exc 1.5 mtr deepand not exc 3.00 mtr deep in soft/loose soil complete all as specified and directed
3All as per item No 1 here inabove but exc 3.0 mtr deepand not exc 4.50 mtr deep in soft/loose soil complete all as specified and directed
4Excavation in trenches in soft/loose soil nexc 1.5m in wide and nexc 1.5m in depth for foundation etc or for shafts ,wells,cesspits,pier holes etc nexc 10 sqm on plan and getting outcomplete all as specified and directed
5M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed
6M&Lfor Concrete bed to drain pipe including packing under and completelysurrounding pipe with concrete after they are laid and tested in PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate)for 150mm dia of pipe complete all as specified and directed
7M & L for brick work with old size sub class fly ashbricks, straight or curved on plan exc 6.0 m mean raduis and built in cement mortar (1:6).complete all as specified and directed
8Returning, filling of soil including spreading, levelling, watering and well ramming in layers not exc 25cm thick complete all as specified and directed
9Removing excavated material n exc 100 m and deposited where directed at level n exc 1.5 m above the starting point.complete all as specified and directed
10M & L for hard Core of broken stone or boulder guage not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and ramped to a true surface complete all as specified and directed
11M&L for PCC 1:2:4type B-0 (using 12.5mm graded stone aggregate) as in coping,kerbing,benching etc complete all as specified and directed
12M&L for 50mm thick PCC 1:2:4type B-1 (using 20mm graded stone aggregate)finished even and smooth without using extra cement complete all as specified and directed
13M & L for 15mm thick rendering plaster in cement mortar 1:4 on fair face of brick work finished even and fair complete all as specified and directed
14Supply and filling 100-200mm size boulder for recharge pit from Lal kua quarrycomplete all as specified and directed
15Supply and filling 40-43mm size boulder for recharge pit from Lal kua quarrycomplete all as specified and directed
16Supply and filling coarse sand for recharge pit complete all as specified and directed
17Supply and filling ofpea gravel size 6 to 12mm complete all as specified and directed
18S&F 100mm bore PVC air bentbend U type complete all as specified and directed
19Drilling bore well of 200mm dia upto 60mtr depth in any type of soil lowering to the pipe complete all as specified and directed
20Supply and lowering the PVC pipe 110mm outer dia pressure 6 kg/sqcm as per IS-4985( 2000) including all fitting complete all as specified and directed
21S&F PVC slotted pipe single socketed 6mtr length with lower to bore and at place110mm outer dia pipe pressure 6kg/sqcm as per IS-4985(2000)complete all as specified and directed
22S&F PVC bail plug for 110 mm outer dia complete all as specified and directed
23S&F PVC well cap for 110 mm outer dia complete all as specified and directed
24S&F PVC vent pipe for 110 mm outer dia complete all as specified and directed
25M&L for development of bore well by air compressor having capacity 450/150 CFM/PSIcomplete all as specified and directed
26S&F PVC pipe of pressure 6 Kg/Sqcm single socketed in any length with rubber ring joints laid in trenches or in floor 160mm outer diacomplete all as specified and directed
27S&F Stainless steel sheet for screen chamber of thickness 16 gauge(1.6mm) with rounded punched holes 15mm dia and area of each screen not exceeding 1.00 sqm fixed with angle grooves and removeable with one end (top end) having additional thickness for holding for cleaning purposecomplete all as specified and directed
28S&F rolled MS framed work as in doors or gate of angle or other section with gusset plate,rail,brases etc ornamental and intricate design, including either hooks and hinges or steel hanging door fitting to be prepared for hanging and also fastening conforming to Fe 410 Gde E-250complete all as specified and directed
29M&L for preparation of new steel or iron surfaces of any description not other wise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primercomplete all as specified and directed
30M&L for Formwork to soffits of suspended slabs such as roof slabs, not exceeding 200mm thick(Horizontal or sloping) complete all as specified and directed.
31M&L forForm work to edges of concrete flats floors or roof exc 10cm but n exc 20cm wide complete all as specified and directed.
32M & L for mild steel TMT bars of 10 mm dia and over cut to length, bent to shape required, including cranking, bending and binding with and including MS wire (annealed) not less than 0.9mm dia lintels complete all as specified and directed.
33All as per item No 32 here inabove but 6 to 8mm dia TMT bars as in stirups complete all as specified and directed
34S&F stainless steel grating/jali to cover the PVC pipe of110mm outer dia made with 8mm dia SS bar with coller and aperture 50mm C/C complete all as specified and directed
35M & L proving pre cast over slab of RCC 1:2:4 type B-1 (20mm grade stone aggregate) for manhole/Chamber cover & set in cement mortar 1:6 complete all as specified and directed
36M&L for RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in slab supported on wall complete all as specified and directed
37S&F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors Complete all as specified and directed
38S&F 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors Complete all as specified and directed
39S&F 200mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors Complete all as specified and directed
40S&F 110mm bore PVC (SWR) junction single, (single T), equal or unequal with access door complete all as specified and directed
41S&F 110mm bore PVC (SWR) bends any radius Complete all as specified and directed.
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