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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.2 Cr+₹3.9 Cr (178.4%)Admitted-Finance | ₹6.2 Cr+₹3.9 Cr (178.4%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT VALID DOCUMENTS SUBMITTED |
| Sl No | Description | Qty | Unit | Swachatha Corporation L2 | HR SQUARE LLP L1 |
|---|---|---|---|---|---|
| 1.00 | Collection, Transportation, Segregation, , Processing and Disposal ( Tipping fee rate per tonne in the first year of operations) | 1 | tonne | 5,600 ₹5,600 | 4,969 ₹4,969 Lowest |
| 2.00 | Construction of sanitary land fill for 1600 sqm with ring bund Impremeable layer, drainage layer, leachate collection system and drainage ditch, circulation roads, filling and compacting soil in layers gas venting system , protective cover system, gas collecting system, ground level control and plantation after closure of sanitary land fill. (AS PER THE SPECIFICATIONS PRESCRIBED IN MUNICIPAL MANUAL , PART II OF MOUD, GOI ) | 1,600 | sqm | 6,250 ₹1,00,00,000 | 1,500 ₹24,00,000 Lowest |
| 3.00Construction of RRP civil infrastructure as per modified Appendix III (AS PER THE SPECIFICATIONS PRESCRIBED IN MUNICIPAL MANUAL , PART II OF MOUD, GO | |||||
| 3.01 | 2.31: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth upto 30cm measured at a
height of 1m above ground level and removal
of rubbish upto a distance of 50 m outside
the periphery of the area cleared. | 6,000 | m2 | 400 ₹24,00,000 | 50 ₹3,00,000 Lowest |
| 3.02 | 2.8.1: Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not
exceeding 1.5m in width or 10 sqm on plan),
including dressing of sides and ramming of
bottoms, lift upto 1.5m, including getting
out the excavated soil and disposal of
surplus excavated soil as directed , within
a lead of 50m - all kinds of soil | 81 | m3 | 16,500 ₹13,36,500 | 1,500 ₹1,21,500 Lowest |
| 3.03 | 2.27: Supplying and filling in plinth with river
sand under floors, including watering
,ramming consolidating and dressing
complete | 48.2 | m3 | 18,500 ₹8,91,700 | 1,525 ₹73,505 Lowest |
| 3.04 | 4.1.10: Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - all work
upto plith level - 1:5:10 (1 cement : 5
coarse sand : 10 graded stone aggregate
40mm nominal size) | 48.2 | m3 | 31,120 ₹14,99,984 | 4,550 ₹2,19,310 Lowest |
| 3.05 | 2.27: Supplying and filling in plinth with river
sand under floors, including watering
,ramming consolidating and dressing
complete | 2,515 | m3 | 199 ₹5,00,485 Lowest | 1,250 ₹31,43,750 |
| 3.06 | 2.27: Supplying and filling in plinth with river
sand under floors, including watering
,ramming consolidating and dressing
complete | 2,498.6 | m3 | 1,000 ₹24,98,600 Lowest | 1,250 ₹31,23,250 |
| 3.07 | 4.1.10: Providing and laying in position cement
concrete of specified grade excluding the
cost of centering and shuttering - all work
upto plith level - 1:5:10 (1 cement : 5
coarse sand : 10 graded stone aggregate
40mm nominal size) | 69 | m3 | 4,000 ₹2,76,000 Lowest | 4,550 ₹3,13,950 |
Tender Value
Refer Docs
EMD Value
₹7 L
Closing Date
23 Aug 2021, 5:00 pmClosed
PROJECT DIRECTOR (HQ), PUDA, PDY
PROJECT DIRECTOR (HQ), PUDA, PUDUCHERRY
DEVELOPING INTEGRATED MSW PROCESSING PROJECT AT YANAM ON DBFOT BASIS
2021_DLA_8274_2
3622/LAD/PUDA/YM/MSW/2019-20
Open Tender
Supply, Erection and Commissioning
Item Rate
1825 days
YANAM REGION
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
PROJECT DIRECTOR, PUDA
₹7 L
16 Sept 2021
13 Aug 2021
24 Aug 2021
13 Aug 2021
23 Aug 2021
13 Aug 2021
Amount
Collection, Transportation, Segregation, , Processing and Disposal ( Tipping fee rate per tonne in the first year of operations)
Construction of sanitary land fill for 1600 sqm with ring bund Impremeable layer, drainage layer, leachate collection system and drainage ditch, circulation roads, filling and compacting soil in layers gas venting system , protective cover system, gas collecting system, ground level control and plantation after closure of sanitary land fill. (AS PER THE SPECIFICATIONS PRESCRIBED IN MUNICIPAL MANUAL , PART II OF MOUD, GOI )
Construction of RRP civil infrastructure as per modified Appendix III (AS PER THE SPECIFICATIONS PRESCRIBED IN MUNICIPAL MANUAL , PART II OF MOUD, GO
2.31: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
2.8.1: Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil
2.27: Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
4.1.10: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
2.27: Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
2.27: Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
4.1.10: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
2.27: Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
2.27: Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
5.3 : Reinforced cement concrete work in beams, suspended floors , roofs having slope up to 15degree landings , balconies , shelves , chajjas , lintels , bands , plain window sills , staircases and spiral stair cases upto floor five level excluing the cost of centering ,shuttering, finishing and reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
5.35 : Add for using extra cement in the items of design mix over and above the specified cement content therein
5.9.6 : Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers , Abutments , Posts and Struts
5.9.5 : Centering and shuttering including strutting , propping etc and removal of form for - Lintels , beams , plinth beams , girders , bressumers and catilevers
5.22.6 : Steel reinforcement for R.C.C.work including straightening , cutting , bending , placing in position and binding all complete upto plinth level - Thermo -Mechanically treated bars (TISCON / VIZAG / IISCO / SAIL / JSW) Fe - 415 or more
13.16.1 : 6mm cement plaster of mix 1:3 (1 cement : 3 sqm 136.15 fine sand)
13.1.1: 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand)
13.2.1: 15mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement : 4 fine sand)
11.3.1: Cement 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, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate
20.2.1: Boring , providing and installing bored cast -in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring , with bentonite solution and temporary casing of appropriate lenghth for setting out and removal of same and the lenghth of the pile to be embedded in the pile cap etc. all complete , including removal of excavated earth with all lifts and leads (length of pile for payment shall be measured upto bottom of pile cap) - 300 mm dia piles
2.6.1: Earth work in excavation by mechanical means (Hydraulic excavation) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m - all kinds of soil
6.1.1: Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth in - cement mortar 1:4 (1 cement : 4 coarse sand)
6.12.1: Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in - cement mortar 1:3 (1 cement :3 coarse sand)
5.9.3: Centering and shuttering including 1 strutting , propping etc and removal of form for - Suspended floors , roofs , landings , balconies and access platform
13.48.1: Finishing with deluxe multi surface paint system for interiors and exteriors using primer as per manufacture's specification - Two or more coats applied on walls @ 1.25 ltr / 10 sqm over and including one coat of special primer applied @ 0.75 ltr / 10 sqm
5.12: Providing , hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
9.10.1: Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS : 14616 and TADS IS :2001 (Part B) , using 4mm thick float glass panes for doors , windows and clerestory windows , including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws - 30 mm thick shutters
17.7.5: Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps ,32 mm C.P.brass waste of standard pattern , including painting of fittings and brackets ,cutting and making good the walls wherever required - white vitreous china anglet back wash basin size 600x480 mm with single 15mm C.P. brass pillar tap
17.1.2: Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C flusing cistren, including flush pipe , manually controlled device (handle lever) conforming to IS : 7231 , with all fittings and fixtures complete , including cutting and making good the walls and floors wherever required. Stainless steel AISI -304 (18/8) Orissa pattern W.C.pan of size 585 x 480 mm with flush pipe and integrated type foot rests
17.4.1: Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x 260x350 mm and 340x410x265mm sizes respectively with automatic flusing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I.clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required - One urinal basin with 5 litre white P.V.C. automatic flusing cistern
17.6.1: Providing and fixing one piece construction each 5,674.06 white vitreous china squatting plate with an integral longitudinal flushing pipe, white PVC . Automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I.clamps and C.P. brass coupling complete , including painting of fittings and cutting and making good the walls and floors etc. wherever required - single squatting plate with 5 litre PVC.automatic flushing cistern
10.25.1: Steel work welded in built up sections / framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required - in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required all complete
13.52.1: Finishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, reparation of surface , etc.complete - on steel work
9.165.1B: Providing and fixing of 65 mm Godrej Navatal lock of 7 levers with 3 keys etc complete
4.1A.1: Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material
5.1: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
5.2: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)
5.3A: Providing and laying bituminous acadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a reviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the esired compaction.- Using grade I metal and bitumen 60/70 grade.
11.37.1: Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make (Nitco / Kajaria) in colours such as white, Ivory, Grey, Fume red brown ,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including pointing the joints with white cement and matching pigment etc., complete
11.36: Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) , of approved make , in all colours , shades except burgundy , bottle green , black of any size as approved in skirting , risers of steps and dados, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement with pigment of matching shade complete
4.1.3: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
11.13.1: Providing and fixing glass strips in joints of terrazo / cement concrete floors - 40mm wide and 4mm thick
Prociding and commissioning of Bio Methanation Plant for 10MT of Biodegradable waster per day in the Resource recovery part at Yanam with required mixer, Solar water heater, anaerobic digester, manure pits , gas pipe line system , recyclable water tank. (AS PER THE SPECIFICATIONS PRESCRIBED IN MUNICIPAL MANUAL , PART II OF MOUD, GOI )
Swachatha Corporation
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