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Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 9054 / E8 ) Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 90, GE (A) Central Multan Line Army Area Jodhpur-Rajasthan

Military Engineer Services-MES has published Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 9054 / E8 ) Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 90. Submission Date for this Tender is 22-11-2021. Sewerage Construction Tenders in GE (A) Central Multan Line Army Area Jodhpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

29653892
Corrigendum : Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 9054 / E8 ) Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 90
Open Tender
Indian
Rajasthan
GE (A) Central Multan Line Army Area Jodhpur
22-11-2021

Tender Details

Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 9054 / E8 ) Provn Of Sewage System For Fwc Fwc And Fwc Ex Eme Bn In Army Area At Age Br Area I Under Ge Army Central Jodhpur ( 9054 / E8 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 05-Nov-2021 corrigendum Other 15-11-2021
2 15-Nov-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 22-11-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 67000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work : PROVN OF SEWAGE SYSTEM FORFWC, FWC &FWC EX EME BN IN ARMY AREA AT AGE B/R AREA-I UNDER GE ARMY CENTRAL JODHPUR. Job No. 010/LBW/JODH/2021-22
Sl. No. Item Description
1Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil, complete all as specified and as directed .
2Excavation in trenches not exceeding 1.5m wide and depth exceeding 1.5m but not exceeding 3.00 m for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil, complete all as specified and as directed .
3Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard rock, complete all as specified and as directed .
4Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150 mm bore set in cement mortar including PCC in bed and haunching against side, complete all as specified and as directed. Note :- Excavation and earth work shall be measured andpaid separately.
5Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200 mm bore set in cement mortar including PCC in bed and haunching against side, complete all as specified and as directed. Note :- Excavation and earth work shall be measured andpaid separately.
6Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 250 mm bore set in cement mortar including PCC in bed and haunching against side, complete all as specified and as directed. Note :- Excavation and earth work shall be measured andpaid separately.
7Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 300 mm bore set in cement mortar including PCC in bed and haunching against side, complete all as specified and as directed. Note :- Excavation and earth work shall be measured andpaid separately.
8Demolition of cement concrete (unreinforced) of any description and in any position not other wise specifically provided and removal unserviceable materials, debris and rubbish to a distance out side MD land, complete all as specified and as directed.
9M&L PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in benching/ channels of manholes etc including necessary form work, complete all as specified and as directed .
10S & F 150 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed, complete all as specified and as directed.
11S & F 200 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed, complete all as specified and as directed .
12S & F 250 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed, complete all as specified and as directed .
13S & F 300 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed, complete all as specified and as directed .
14M&LPCC 1:4:8 type D-2 (using 40 mm graded crused stone aggregate) as in bed to 150 mm bore RCC drainpipe includingforming cradles, complete all as specified and asdirected.
15M&LPCC 1:4:8 type D-2 (using 40 mm graded crused stone aggregate) as in bed to 200 mm bore RCC drainpipe includingforming cradles, complete all as specified and asdirected.
16M&LPCC 1:4:8 type D-2 (using 40 mm graded crused stone aggregate) as in bed to 250 mm bore RCC drainpipe includingforming cradles, complete all as specified and asdirected.
17M&LPCC 1:4:8 type D-2 (using 40 mm graded crused stone aggregate) as in bed to 300 mm bore RCC drainpipe includingforming cradles, complete all as specified and asdirected.
18M&L PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundation , filling and mass concerete, complete all as specified and as directed.
19Demolition ofbrick / block or stone / boulder masonry walling built in cement mortar including all quoins arches pillars etc and removal unserviceable materials, debris, rubbish to out side MD land, complete all as specified and as directed.
20M&L squared rubble walling, Jodhpur type, regular coursed , well bonded, bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and as directed.
21Ditto all as per item no. 20 here-in-above, but except stone, complete all as specified and as directed.
22Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to square rubble walling un-coursed or brought up to courses, complete all as specified & directed by Engineer-in-charge.
23M&L 15 mm thick rendering in cement mortar 1:4 on internally surface, of stone masnory surfaces mixed with water proofing compound as per manufacturer instructions andfinished the surfaces even and smooth with out using extra cement, complete all as specified and as directed. Note :- WPC will be measured and paid seperately.
24M&L 15 mm thick rendering in cement mortar 1:6 on fair faces of stone masnory surfaces mixed with water proofing compound as per manufacturer instructions andfinished the surfaces fair and even with out using extra cement, complete all as specified and as directed. Note :- WPC will be measured and paid seperately.
25M&L plain cement concrete, 1:2:4 type B1 (using 20mm graded crushed stone aggregate), as in copingto parapet walls or others, bed plates, plinth courses, parapets and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified and directed.
26Supply only water proofing compound (ISI Marked)
27Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soil, complete all as specified and as directed.
28Removing of excavated material to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.5m above the starting point, complete all as specified and as directed.
29Removing of hard rock to a distance exceeding 250m not exceeding 500m and deposited where directed at a level not exceeding 1.5m above the starting point, complete all as specified and as directed.
30S&F cast iron foot steps, weight not exceeding 5 Kg for each in manholes, complete all as specified and as directed.
31M&L machine pressed precast conctete interlocking paver block, rubberised finish coloured of 60 mm thick of any shape and size confirming to IS 15658-2006, M-35 Grade, with grey cement and pigments (approved sample kept in GE office), complete all as specified and as directed.
32Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel [½ round or ¾ section] in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 200 mm dia of pipe, complete all as specified and as directed.
33Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel [½ round or ¾ section] in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 150 mm dia of pipe, complete all as specified and as directed.
34Dismantling of cast iron / PVC pipes of 100 mm internal dia including fittings, jointed in cement mortar, complete all as specified and as directed.
35Dismantling of cast iron / PVC pipes of 75 mm internal dia including fittings, jointed in cement mortar, complete all as specified and as directed.
36S & F sand cast, cast iron, soil / waste / vent pipes, 100mm bore, in any length with or without ears, jointed with cement sand mortar, fixed to walls with and including MS clamps, complete all as specified and as directed.
37S & F sand cast, cast iron, soil / waste / vent pipes, 75mm bore, in any length with or without ears, jointed with cement sand mortar, fixed to walls with and including MS clamps, complete all as specified and as directed.
38S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with MS clamps of suitable size, complete all as specified and as directed .
39S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with MS clamps of suitable size, complete all as specified and as directed .
40S&F 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches, with MS clamps of suitable size, complete all as specified and as directed .
41S&F 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches, with MS clamps of suitable size, complete all as specified and as directed .
42S& F 110 mm bore PVC [SWR], branch pieces, [single "Y"] equal or unequal with access door, complete all as specified and as directed.
43S& F 75 mm bore (SWR)PVC bends any radius with oval access door, complete all as specified and as directed.
44S& F 110 mm bore (SWR)PVC bends any radius with oval access door, complete all as specified and as directed.
45S& F 75 mm bore (SWR)PVC cowl, complete all as specified and as directed.
46S& F 110 mm bore (SWR)PVC cowl, complete all as specified and as directed.
47S& F 110 mm bore PVC [SWR] Junction single [single "T"] equal or unequal with access door, complete all as specified and as directed.
48S& F 75 mm bore PVC [SWR] Junction single [single "T"] equal or unequal with access door, complete all as specified and as directed.
49S & F cast iron bends with ovall access door [any radius], diminishing pieces or tapers [larger bore measured] of 100mm bore, for cast Iron soil / waste / vent pipes, complete all as specified and as directed.
50S & F cast iron connector of length 30 cms including cutting of holes with lead joints, suitable for 100mm bore, for cast Iron soil / waste / vent pipes, complete all as specified and as directed.
51S & F cast iron branch pieces with ovall access door, single [equal or unequal] ordinary or inverted [spigot and socketed type] or with parallel branches suitable for 100mm dia pipes, complete all as specified and as directed.
52S & F cast iron branch pieces with ovall access door, double [equal or unequal] ordinary or inverted [spigot and socketed type] or with parallel branches suitable for 100mm dia pipes, complete all as specified and as directed.
53S & F cast iron bends with ovall access door [any radius], diminishing pieces or tapers [larger bore measured] of 75 mm bore, for cast Iron soil / waste / vent pipes, complete all as specified and as directed.
54S & F cast iron branch pieces with ovall access door, single [equal or unequal] ordinary or inverted [spigot and socketed type] or with parallel branches suitable for 75 mm dia pipes, complete all as specified and as directed.
55S & F cast iron branch pieces with ovall access door, double [equal or unequal] ordinary or inverted [spigot and socketed type] or with parallel branches suitable for 75 mm dia pipes, complete all as specified and as directed.
56Cutting to bitumen road for laying of RCC hume pipe & making good as per road specification, etc and removal unserviceable materials, debris, rubbish to out side MD land, complete all as specified and as directed.
57Site clearance including clearing away all grass vegetation, saplings,shrubs, brushwood, undergrowth,roots,and trees not exceeding 30 cm in girth( measured at a height of one meter above ground level) and removing entire rubbish out side MD land, complete all as specified and as directed.
58M&L for joint free coloured glazed ceramic tiles(premium quaity) of size 450mmx350mmx7mm / 450mm x 300mm x 7mm thick on vertical surface of wall over and including 10mm thick backing coat in CM 1:4 set and jointed in neat cement slurry and pointed in white cement / coloured cement to match the tiles, complete all as specified and as directed. Make : Kajaria/ Somany/ Orient bell.
59M&L for joint free non skid ceramic tiles (premium quaity), coloured, of size exceeding 0.06 Sq.m and not exceeding 0.11 Sq.m, 7 to 8 mm thick [Square or Rectangular] as in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to matchwith the colour of tiles including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6, complete all as specified and as directed. Make : Kajaria/ Somany/ Orient bell.
60M&L 25mm thick (average) PCC 1:2:4 type B-0 (using 12.5mm graded crushed stone aggregate) as in sub base , the surface of concrete is to be finished even & rough to receive tile flooring surface, with out using extra cement, complete all as specified and as directed.
61M&L precast cement concrete1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in kerb stone blocks of approved size andsetting in cement mortar 1:4 including demolition of old u/s stone kerb, complete all as specified and as directed .
62S & F vitreous china squatting pan "Orissa pattern" of size 580 mm X 440 mmwith integral foot rests and PVC "P" or "S" trap includingprovision of cement concrete bedding 1:5:10 type E2, complete all as specified and as directed. Make: Cera / Hindware / Parryware
63S & F Vitreous china ware wash down water closet [Pedestal Pattern], white [EWC] and 10 Liters capacity, low level flushing cistern, PVC, white, with inlet ball valve, float, handle, flush pipe of polyethylene of lowor high density of PVC, 32mm diaincluding brackets and connections to pipeincluding plastic water closet seat back closed pattern with flat bottom and cover and mild steel chromium plated or aluminium hinging device and "P" or "S" trap, complete all as specified and as directed. Make: Cera / Hindware / Parryware
64Taking down cement or cement lime plaster, any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc and removing rubbish to out side MD land, complete all as specified and as directed.
65M&L rendering 10 mm thick in cement mortar 1:3 onconcrete ceiling surfaces, finished even and smooth without using extra cement, complete all as specified and directed.
66Raking out joints/ pointing to random rubble or polygonal rubble un-coursed or brought up to courses masonry built in cement mortar or cement lime mortar, coursed or un-coursed in walls not less than 12mm deep, washing the joints, removing rubbish off the premises and keeping the surface to pointed or plastered wet for two days prior to re-pointing or plastering, complete all as specified & directed by Engineer-in-charge.
67M&L keyed pointing in cement mortar (1:4) to random rubble masonry , un coursed, complete all as specified and directed .
68Preparation ofnew plastered or unplastered surfaces and applying three coats of white wash on wall surfaces, complete all as specified and as directed.
69Preparation ofnew plastered or unplastered surfaces and applying three coats of white wash on ceiling surfaces, complete all as specified and as directed.
70Preparation of old decorated surfaces of wall surfces and applying one coat of white wash , complete all as specified and as directed.
71Preparation of old decorated surfaces of ceiling surfces and applying one coat of white wash , complete all as specified and as directed.
72M&L preparation of new plastered or un-plastered surfaces of walls and applying two coats of cement base paint over a coat of white cement as primer , complete all as specified and as directed .
73M&L for 75mm thick Plain cement concrete 1:3:6 type C1 (using 20mm graded crushed stone aggregate), as in plinth protection including necessary form work laid in alternate bays and filling the joints with bitumen mastic filler, complete all as specified and directed.
74Note:- 1.All items in BOQ are for "Materials and labour (M&L) /Supply and fix (S&F)" and to be executed in "Repairs "unless otherwise specifically mentioned as "Supply only" or "fixing only" or "Supply and Laying only" in BOQ. Bidders are requested to quote their rates accordingly. 2. The contract amount shall be arrived at after duducting amount of Schedule of Credit from the Total quoted amount.
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