}

Special Repair To Sewage Line Of Ortho Ward Skin Ward Patient Cook House Ors Cook House Offrs Ward Otm Accn A-47 Bldg No T 64 65 Jcos Club Adm Block At Mh Agra And Provn Of Septic Tank And Sock Well Near Akbar Bk No 1 Of 17 Para Fd Regt Unde Special Repa, Ge West Agra-Uttar Pradesh

Military Engineer Services-MES has published Special Repair To Sewage Line Of Ortho Ward Skin Ward Patient Cook House Ors Cook House Offrs Ward Otm Accn A-47 Bldg No T 64 65 Jcos Club Adm Block At Mh Agra And Provn Of Septic Tank And Sock Well Near Akbar Bk No 1 Of 17 Para Fd Regt Unde Special Repa. Submission Date for this Tender is 20-10-2021. Sewerage Construction Tenders in Ge West Agra Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

29278369
Corrigendum : Special Repair To Sewage Line Of Ortho Ward Skin Ward Patient Cook House Ors Cook House Offrs Ward Otm Accn A-47 Bldg No T 64 65 Jcos Club Adm Block At Mh Agra And Provn Of Septic Tank And Sock Well Near Akbar Bk No 1 Of 17 Para Fd Regt Unde Special Repa
Open Tender
Indian
Uttar Pradesh
Ge West Agra
20-10-2021

Tender Details

Special Repair To Sewage Line Of Ortho Ward Skin Ward Patient Cook House Ors Cook House Offrs Ward Otm Accn A-47 Bldg No T 64 65 Jcos Club Adm Block At Mh Agra And Provn Of Septic Tank And Sock Well Near Akbar Bk No 1 Of 17 Para Fd Regt Unde Special Repair To Sewage Line Of Ortho Ward Skin Ward Patient Cook House Ors Cook House Offrs Ward Otm Accn A-47 Bldg No T 64 65 Jcos Club Adm Block At Mh Agra And Provn Of Septic Tank And Sock Well Near Akbar Bk No 1 Of 17 Para Fd Regt Unde

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Oct-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-10-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 55000.0 /-
Tender Value
INR 27.50 Lakhs /-

BOQ Items

Name of Work : SPECIAL REPAIR TO SEWAGE LINE OF ORTHO WARD, SKIN WARD, PATIENT COOK HOUSE, OR’S COOK HOUSE, OFFRS WARD, OTM ACCN A-47, BLDG NO T-64 & 65 JCOS CLUB ADM BLOCK AT MH AGRA AND PROVN OF SEPTIC TANK AND SOCK WELL NEAR AKBAR BK NO-1 OF 17 PARA FD REGT UNDER AGE B/R-II (W) OF GE (WEST) OF AGRA
Sl. No. Item Description
1Excavation in trenches not exceeding 1.50 meter wide and not exceeding 1.50 meter in depth and getting out in soft/loose soil complete all as specified and directed.
2All as per ser item No 1 herein before but exceeding 1.5 meter and not exceeding 3 mtr depth.
3Cutting bitumenous road for laying sewage line and provision of 100 mm thick PCC 1:2:4, type B-1 (using 20mmgraded stone aggregare) over 150 mm thick hard coreafter laid & duly tested of pipe complete all as specified and directed.
4Returning filling in including spreading levelling, watering and well remming in layers not exc 25cm thick complete all as specified and directed.
5Removing excavated soil not exc. 50m and deposited where directed at a level n.exc. 1.5m above the starting point complete all as specified and directed.
6Demolition of brick work built in cement mortar including all quoins, pillers, arches etc complete all as specified and directed.
7M&L for brick work, with sub class "B" bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 using old size bricks complete all as specified and directed.
8M&L for cement plaster 15mm thick on fair faces of brick work in cement mortar (1:4) and finished even and smooth without using extra cement complete all as specified and directed.
9M&L cement concrete 1:2:4, type B-1 (using 20 mm graded mechanically crushed stone aggregate)as in benching in manholes, coping, plinth courses, bandsetc including necessary use & waste ofform work complete all as specified and directed.
10Demolition by breaking up salt glazed stone ware drain pipes of any dia jointed in cement mortar and taking out from trenches and preparing the concrete bed wherever required for laying new pipe and removing the debris from site to out side the MD land complete all as specified.
11Supply and laying salt glazed stone ware drain pipes 150 mm dia (internal ) grade "A" laid in trenches and jointed in cement mortar 1:1 including testing complete all as specified and directed.
12M&L for plain cement concrete (1:4:8), type D-2 (using 40 mm graded stone aggregates) as in concrete bed to drain pipes of 150 mm bore laid to falls in trenches in any depth including packing under and haunching against the sides of pipes with concreteafter the pipes are laid and tested complete all as specified and directed.
13Supply and laying salt glazed stone ware drain pipes 200 mm dia (internal ) grade "A" laid in trenches and jointed in cement mortar 1:1 including testing complete all as specified and directed.
14M&L for plain cement concrete (1:4:8), type D-2 (using 40 mm graded stone aggregates) as in concrete bed to drain pipe of 200 mm bore laid to falls in trenches in any depth including packing under and haunching against the sides of pipes with concreteafter the pipes are laid and tested complete all as specified and directed.
15M&L for PCC (1:4:8),type D-2 (using 40mm graded mechanically crushed stone aggregate) as in foundation of manhole complete all as specified and directed.
16Demolition of cement concrete reinforced in ground floor and paving n.exc 15 cm thickness below or above the ground levelcomplete all as specified and directed.
17M&L for RCC (1:2:4), type B-1 (using 20mm graded mechanically crushed stone aggregate) as in precast slab for covers of manholes including necessary use & waste of form work and placing of manholes cover in position complete all as specified and directed.
18M&L reinforced cement concrete nominal mix 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregate) in slab supported on walls and the like all as specified and directed.
19Use & waste of form work to soffits of suspended slabs and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished flat surfaces of concrete complete all as specified and directed.
20Use & waste of formwork to edges of concrete flats, slabs n exc 20cm widehorizontal or sloping and similar work exc 10 cm but n exc 20 cm wide complete all as specified and directed.
21M&L for TMT bars of 10mm dia and over, dia cut to length bent to shape required including cranking bending spirally, hooking ends and binding with mild steel wire not less than 0.9 mm dia(annealed) complete all as specified and directed. Note - The payment shall be made only after placing of cover on manholes.
22Cutting into existing manholes for connecting internal dia of pipe 150mm in new drain, making good to pipe and rendering cutting out existing benching for channel (1/2 or 3/4section) in cement concrete 1 : 2 : 4, typeB-1 (using 20 mmgraded stone aggregate) by repairing benching as required complete all as specified and directed.
23M&L for 50 mm thick PCC 1:3:6, type C-1 (using 20mmgraded stone aggregate) as in plinth protection finished even and smooth without using extra cement forming joints to full depth at every 3M intervals and at every change of direction and filling with bitumen sand mixture 1:3 by weight all as specified and directed.
24Dismantling floor, hearth wall tiling including cement mortar bedding (but not backing) including rubbish off the premises (outside the MD land) complete all as specified and directed.
25S&F non-skid coloured of approved shade ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed 15mm thick in CM 1:4 complete all as specified and directed.
26M&L 25 mm thick cement concrete1:2:4 type B1 (using 20 mm graded stone aggregate) as in sub base complete all as specified and directed.
27S&F in repairs vitreous china wash down water closet pan pedestal pattern including PVC seat cover white excluding flushing cistern and flush pipe complete all as specified and directed.
28S&F in repairs vitreous China squatting pan (Orissa pattern), white, of size 580x440mm white, along with integral foot rests including flush pipe, lime concrete bedding and making good disturbed portioncomplete all as specified and directed.
29S&F in repair for PVC (SWR) floor trap of 75 mm outlet plain with stainless steel grating including jointing with solvent /cement complete all as specified and directed.
30Demolition of cement concrete(unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
31Excavating over areas not exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed.
32Excavating over areasexc 1.5 m and not exc 3.00m deep and getting out in hard/dense soil complete all as specified and directed.
33M&L for cement plaster 15mm thick on any faces of brick work in cement mortar (1:3) and finished even and smooth without using extra cement complete all as specified and directed.
34M& L Mild steel TMTbars 6 mm to 8 mm dia and over cut to length bent to shape erquired including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm diaor securing witch clips complete all as specified and directed.
35M&L 75 mm bore cast iron soil (spun pipe), waste and vent pipes in any length with or without ears, with cement joints, fixed to wall complete all as specified and directed.
36M&L for 75 mm bore branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches complete all as specified and directed.
37M&L PP-R Gate valves (brass insert) 63 mm (outer dia of pipes in mm) as per requirement of the site complete all asspecified and directed.
38M&L 100 mm bore cast iron soil (spun cast pipe), waste and vent pipes in any length with or without ears, with cement joints, fixed to wall complete all as specified and directed.
39M&L for 100 mm bore branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches complete all as specified and directed.
40M&L for CI vent cowls 100 mm dia complate all as specified and directed.
41M&L for construction ofsoakage well 1.80 mtr dia and 4.50 mtr depth complete all as specified and shown on drawing.
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