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Tender For Improvement Of Sump Tank , Pump Room And Other Structures At Takkar And Smailpur Under District Capex Budget, brahmana-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Improvement Of Sump Tank , Pump Room And Other Structures At Takkar And Smailpur Under District Capex Budget. Submission Date for this Tender is 11-09-2023. Pump House Construction Tenders in brahmana Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

38467303
Corrigendum : Tender For Improvement Of Sump Tank , Pump Room And Other Structures At Takkar And Smailpur Under District Capex Budget
Open Tender
Indian
Jammu And Kashmir
brahmana
11-09-2023

Tender Details

Improvement Of Sump Tank , Pump Room And Other Structures At Takkar And Smailpur Under District Capex Budget Please Refer Boq

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Jul-2023 Corrigendum NO. 01 Date 18-07-2023
2 19-Jul-2023 Corrigendum NO. 02 Date 26-07-2023
3 27-Jul-2023 Corrigendum No. 03 Date 02-08-2023
4 03-Aug-2023 Corrigendum NO. 04 Date 11-08-2023
5 12-Aug-2023 Corrigendum NO. 05 Date 21-08-2023
6 22-Aug-2023 Corrigendum NO. 06 Date 31-08-2023
7 01-Sep-2023 Corrigendum NO. 07 Date 11-09-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 9900.0 /-
Tender Value
INR 4.95 Lakhs /-

BOQ Items

Work No. 03: Improvementof Sump Tank , Pump Room and other structures at Takkar and Smailpur under Capex Budget 2023-24
Sl. No. Item Description
1(A) Improvement of Sump Tank , pump room and other structures at TakkarE/work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated and disposal of surplus excavated earth as direted: All kind of soil
2Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.)
3Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.)
4Dumping or refilling of stones on level includingsupply of stones
5Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc.
6Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
7Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
8Half brick masonry withcommon brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curingin cement mortar 1:4 (1 cement: 4 coarse sand)
9Extra for Half Brick work masonry in superstructure above plinth level upto floor V level
1015mmthick Cementplaster ontheroughsideofsingleorhalfbrickwallof mix:1 : 4 ( 1 cement : 4 coarse sand)
11Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
12Carriage ofcement from nearest market (to be identified by Engineer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 5 km
13Carriage of stone by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 5 km
14Carriage ofSand and stone aggregate ( Crushed) upto 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 10 km
15Carriage ofstone aggregate (Crushed) upto 40-65 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage10 km
16Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage10 km
17Labour engaged for cleaning of 02 Nos. GSRs including bailing out of muddy water and slushfrom the GSRs by mean of rope and buckets and its disposal outside the perifery of GSR , wasing of GSR walling and bed with bleaching powder complete ( Mazdoor)
18(B) Improvement of Sump Tankand other structures at pumping station Smailpur Demolishingbrick work manually / by mecahnically including stackng of serviceable material and disposal of unserviceable material within 50 meters lead as per directions of Engineer - in -charge(In cement mortar)
19Demolishingof cenment concrete manually / by mecahnically including disposal of materialwithin 50 meters lead as per directions of Engineer - in -charge 1:3:6 or richer mix ( i/c equivalent design mix)
20Dismantling doors, windows and clerestroywindows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead :of area of 3 sqm below
21Taking out doors, windows and clerestroywindow shutter (steel or wood) including stacking within 50 meters lead of area 3 sqm and below
22Dismantling old plasteror skirting, raking out joints and cleaning the surfacefor plasterincluding disposal of rubbish to the dumping ground within 50 meters lead
23Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
24Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
25Half brick masonry withcommon brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curingin cement mortar 1:4 (1 cement: 4 coarse sand)
26Extra for Half Brick work masonry in superstructure above plinth level upto floor V level
27Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:2:4(1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) (using crushed stone agg.)
2815mmthick Cementplaster ontheroughsideofsingleorhalfbrickwallof mix:1 : 4 ( 1 cement : 4 coarse sand)
29Extra for plaster on circular works not exceeding 6 mtr in radius
3012mmthick Cementplasterof mix:1 : 4 ( 1 cement : 4 coarse sand)
31Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete40mm thick with 20mm nominal size stone aggregate
32Structural Steelworkweldedinbuiltupsections, trusses and framedwork,includingcutting, hoisting, fixing in position andapplying apriming coat of approvedsteel primer using steelprimerall complete Welded
33Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement.
34Providing and mixing water proofing material ofapproved make in cement concrete work @ 1 kg per 50 kg of cement
35Carriage ofcement from nearest market (to be identified by Engineer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 12 km
36Carriage ofSand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 20 km
37Carriage of stone aggregate ( Crushed) upto 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage12 km
38Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage10 km
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