Augmentation Of Dodamarg Town Water Supply Scheme Tal Dodamarg Dist Sindhudurg
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Bid Submission
03 Feb 2021
0 days left
EMD
75556
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DODAMARG → Maharashtra
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Augmentation Of Dodamarg Town Water Supply Scheme Tal Dodamarg Dist Sindhudurg
BOQ
| Name of Work: Agumentation of Dodamarg Town Water Supply Scheme Tal- Dodamarg, Dist.-Sindhudurg | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of Sub Work No.1:- Repairs to existing Jack Well\n\nItem No 1 :- Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of suf- ficient minimum thickness to give a smooth and even surface wher- ever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M- 250 and M300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)\n\n RCC slab M- 300 | BI01010001010000000000000515BI0100001113 | 3.62 | Cum |
| 2 | 2 | Item No 2 :- Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge includ- ing normal dewatering, centering, 'plywood formwork, bully/steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement\n\nFor beam M-300 | BI01010001010000000000000515BI0100001114 | 0.81 | Cum |
| 3 | 3 | Item No 3 :-Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations,slabs, beams, columns, canopies, staircases. newels, chajjas,lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) IS 1786, (Bd-F-17/306)\n\nTor Steel | BI01010001010000000000000515BI0100001115 | 0.35 | M.T |
| 4 | 4 | Item No 4 :- Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete | BI01010001010000000000000515BI0100001116 | 0.217 | Cum |
| 5 | 5 | Item No 5 :- Providing and fixing single or double leaf panelled door shutter excluding frame with glazed openable fanlight shutter 35 mm thick as per detailed drawing consistingpanelled vertical styles 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm and panels 12 mm thick both side commercial ply faced particle board including stainless steel fixtures and fastening and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete etc complete. For Door Window | BI01010001010000000000000515BI0100001117 | 11.03 | Sqm. |
| 6 | 6 | For Ventilator | BI01010001010000000000000515BI0100001118 | 1.44 | Sqm. |
| 7 | 7 | Item No 6 :-Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. | BI01010001010000000000000515BI0100001119 | 86 | Sqm |
| 8 | 8 | Item No 7 :- Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. | BI01010001010000000000000515BI0100001120 | 63 | Sqm |
| 9 | 9 | Item No 8 :-Providing & Fixing M.S. ladder 0.50 M. wide consisting of 75 mm x 10 M.S. flats stringers & steps of 16 mm dia bars including all fiztures cutting ho;es welding anchoring & applying 3 coats of anticorrosive paint etc. comp | BI01010001010000000000000515BI0100001121 | 16 | Rmt. |
| 10 | 10 | Item No 9 :- Providing & applying washable distemper of oil bound approved colour & shade to old/ new surfaces including scaffolding, preparing the surface to receive the printing coat & finishing two coats. Etc. complete. | BI01010001010000000000000515BI0100001122 | 93.96 | Sqm |
| 11 | 11 | Item No 10 :- Providing and applying plastic emulsion paint of approved quality , colour and shade to old and new surfaces in single coat including scaffolding, preparing the surface. (excluding the primer coat)etc. complete | BI01010001010000000000000515BI0100001123 | 105 | Sqm. |
| 12 | 12 | Item No 11 :- Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed designs and drawings or as directed by Engineer-incharge including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paints and over it two coats of oil painting, etc. complete. (Bd-C-3/275) | BI01010001010000000000000515BI0100001124 | 2.1 | MT |
| 13 | 13 | Item No 12 :- Providing & Fixing M.S chequrred plate flooring of following thickness supported on M.S. angles (25x25x5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.\n\na) 8 mm thick | BI01010001010000000000000515BI0100001125 | 15.7 | Sqm |
| 14 | 14 | Item No 13 :- Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. | BI01010001010000000000000515BI0100001126 | 5.28 | Sqm. |
| 15 | 15 | Item No 14 :- Making provision for Name plate for Water supply scheme near at head work site along with angle & fixing in the ground with cement concrete and alied works required for completation of this item | BI01010001010000000000000515BI0100001127 | 1 | JOB |
| 16 | 16 | Item No 15 :- Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.\n\n2 Tonne Capacity | BI01010001010000000000000515BI0100001128 | 3 | Nos. |
| 17 | 17 | Item No 16 :- Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre in- cluding, necessary excavation, laying and fixing the conductor, pro- viding and fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes. | BI01010001010000000000000515BI0100001129 | 1 | No. |
| 18 | 18 | Sub Work No.2 :- Providing and Constructing R.C.C. Intake Well\n\nItem No 1 :- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, JackWell, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc.complete excluding refilling.\n\n1) Lift 0 to 1.5 M. | BI01010001010000000000000515BI0100001130 | 42 | Cum |
| 19 | 19 | 2) Lift 1.5 to 3 M. | BI01010001010000000000000515BI0100001131 | 34 | Cum |
| 20 | 20 | Item No 2 :- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting / chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling For Head Works on river or dam submergence for \n\n1) Lift 0 to 1.5 M. | BI01010001010000000000000515BI0100001132 | 28 | Cum |
| 21 | 21 | 2) Lift 1.5 to 3 M. | BI01010001010000000000000515BI0100001133 | 15 | Cum |
| 22 | 22 | Item No 3 :- Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing, etc. complete\nM-150 | BI01010001010000000000000515BI0100001134 | 0.61 | Cum |
| 23 | 23 | Item No 4 :- Providing and laying in situ Cement concrete of trap/granite/ quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stan- chions including normal dewatering, 'plywood form work, bully/ steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad Rajashree etc cement is permitted, (excluding M.S. or Tor reinforcement)\n\nFor bottom ring beam M-300 | BI01010001010000000000000515BI0100001135 | 1.22 | Cum |
| 24 | 24 | Item No 5 :- Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of suf- ficient minimum thickness to give a smooth and even surface wher- ever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M- 250 and M300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement\n\nFor RCC M-300 grade, For Verticle wall & Slab | BI01010001010000000000000515BI0100001136 | 11.1 | Cum |
| 25 | 25 | Item No 6 :- foundations,slabs, beams, columns, canopies, staircases. newels, chajjas,lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) IS 1786, (Bd-F-17/306)\nTor Steel | BI01010001010000000000000515BI0100001137 | 0.98 | M.T |
| 26 | 26 | Item No 7 :- Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materi- als to site of works, screening and washing of materials and plac- ing in position with given section, etc. complete as directed by Engineer-in-charge.\n\nA) 40 mm guage metal | BI01010001010000000000000515BI0100001138 | 6.5 | Cum |
| 27 | 27 | B) 20 mm guage metal | BI01010001010000000000000515BI0100001139 | 10 | Cum |
| 28 | 28 | C) 12 mm guage metal | BI01010001010000000000000515BI0100001140 | 12.6 | Cum |
| 29 | 29 | Item No 8 :- Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc.complete.(Bd-A-9/261) | BI01010001010000000000000515BI0100001141 | 4800 | BHP/Hr |
| 30 | 30 | Item No 9 :- Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle por- tion with B. C. soil (in gunny bags if requried). Providing imper- vious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfac- tion of Engineer-in-charge, till the complction of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001142 | 270 | cum |
| 31 | 31 | Item No 10 :- Providing, hoisting and fixing in position C.I. manohole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete.\n\n90 x 60 cm size and weight 35 kg. | BI01010001010000000000000515BI0100001143 | 1 | No. |
| 32 | 32 | Item No 11 :-Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete. | BI01010001010000000000000515BI0100001144 | 59 | Cum |
| 33 | 33 | Item No 12 :-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm paint, c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001145 | 5 | Rmt |
| 34 | 34 | Item No 13 :-Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. | BI01010001010000000000000515BI0100001146 | 5 | Rmt. |
| 35 | 35 | Item No 14 :-Removing Collabsable Material of existing Intake well & debrist at site etc. Complete | BI01010001010000000000000515BI0100001147 | 1 | L/S |
| 36 | 36 | Sub Work No.3 :- Providing and Constructing R.C.C. Slotted Pipe Gallery\n\nItem No.l :- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, JackWell, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc.complete excluding refilling.\n\n1) Lift 0 to 1.5 M. | BI01010001010000000000000515BI0100001148 | 303 | Cum |
| 37 | 37 | 2) Lift 1.5 to 3 M. | BI01010001010000000000000515BI0100001149 | 248 | Cum |
| 38 | 38 | 3) Lift 3 to 4.5 M. | BI01010001010000000000000515BI0100001150 | 143 | Cum |
| 39 | 39 | 4) Lift 4.5 to 6.0 M. | BI01010001010000000000000515BI0100001151 | 61 | Cum |
| 40 | 40 | 5) Lift 6.0 to 7.5 M. | BI01010001010000000000000515BI0100001152 | 40 | Cum |
| 41 | 41 | 6) Lift 7.5 to 9.0 M. | BI01010001010000000000000515BI0100001153 | 12 | Cum |
| 42 | 42 | Item No.2 :- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting / chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.\n\n1) Lift 0 to 1.5 M. | BI01010001010000000000000515BI0100001154 | 76 | Cum |
| 43 | 43 | 2) Lift 1.5 to 3 M. | BI01010001010000000000000515BI0100001155 | 62 | Cum |
| 44 | 44 | 3) Lift 3 to 4.5 M. | BI01010001010000000000000515BI0100001156 | 36 | Cum |
| 45 | 45 | 4) Lift 4.5 to 6.0 M. | BI01010001010000000000000515BI0100001157 | 16 | Cum |
| 46 | 46 | 5) Lift 6.0 to 7.5 M. | BI01010001010000000000000515BI0100001158 | 10 | Cum |
| 47 | 47 | 6) Lift 7.5 to 9.0 M. | BI01010001010000000000000515BI0100001159 | 3 | Cum |
| 48 | 48 | Item No.3 Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi,inspection, transportation, etc. complete including cost of RCC collar, etc. complete.\n\n450 mm dia R.C.C slotted pipes | BI01010001010000000000000515BI0100001160 | 20 | Rmt. |
| 49 | 49 | Item No. 4 Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineerin-charge.\n\n450 mm dia R.C.C slotted pipes | BI01010001010000000000000515BI0100001161 | 20 | Rmt. |
| 50 | 50 | Item No. 5 :- Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materi- als to site of works, screening and washing of materials and plac- ing in position with given section, etc. complete as directed by Engineer-in-charge.\n\nA) 40 mm guage metal | BI01010001010000000000000515BI0100001162 | 11 | Cum |
| 51 | 51 | B) 20 mm guage metal | BI01010001010000000000000515BI0100001163 | 14 | Cum |
| 52 | 52 | C) 12 mm guage metal | BI01010001010000000000000515BI0100001164 | 11 | Cum |
| 53 | 53 | D) Fine sand | BI01010001010000000000000515BI0100001165 | 8 | Cum |
| 54 | 54 | Item No. 6 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete. | BI01010001010000000000000515BI0100001166 | 957 | Cum. |
| 55 | 55 | Item No. 7 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc.complete.(Bd-A-9/261) | BI01010001010000000000000515BI0100001167 | 1200 | BHP/Hr |
| 56 | 56 | Sub Work No.4 :- Providing and Constructing R.C.C. G.S.R. \nItem No 1 :- Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accesso- ries such as Stainless Steel ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Acrylic emulsion with Silicon additives Paint to all expose surface of structure i l di f f t lt di dt\nSECTION - K : R.C.C. G.S.R. AND SUMPS\nincluding roof surface etc. com- plete asper design data, criteria, obligatory requirements and detailed specifications. Antitermite treatment shall be given for under ground portion of the structure.\n\nCapacity 62,500 Ltr. (dia 5.65 Mtr. depth 2.50 Mtr. with free board 0.30) | BI01010001010000000000000515BI0100001168 | 1 | L/S |
| 57 | 57 | Item No 2 :- Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. | BI01010001010000000000000515BI0100001169 | 45 | Cum |
| 58 | 58 | Item No 3 :- Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the speci?ed lead as directed etc. complete. | BI01010001010000000000000515BI0100001170 | 22.2 | Cum |
| 59 | 59 | Sub Work No.5 :- Providing and Constructing Approach Road\n\nItem No.1 :- Excavation for all sorts of soils to the specifies section including stacking the excavated stuff in a regular bund and disposing of unsuitable or exess stuff as directed all sorts of soils. | BI01010001010000000000000515BI0100001171 | 72 | Cum |
| 60 | 60 | Item No.2 :- Supplying 60 mm trap stone metal at the rpad side for metal including conveying and stacking etc. complete. (50 mm initial Lead) (Hand broken) | BI01010001010000000000000515BI0100001172 | 48 | Cum |
| 61 | 61 | Item No.3 :- Supplying 40 mm trap stone metal at the rpad side for metal including conveying and stacking etc. complete. (50 mm initial Lead) (Hand broken) | BI01010001010000000000000515BI0100001173 | 24 | Cum |
| 62 | 62 | Item No.4 :- Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | BI01010001010000000000000515BI0100001174 | 69.4 | Cum |
| 63 | 63 | Item No.5 :- Spreading oversize 40mm/60mm metal trap metal including sectioning etc. complete. | BI01010001010000000000000515BI0100001175 | 72 | Cum |
| 64 | 64 | Item No.6 :- Spreading hard murum for side width etc. complete | BI01010001010000000000000515BI0100001176 | 34.4 | Cum |
| 65 | 65 | Item No.7 :-Compacting Size metal (200 mm Loose) Layer upto 2.00 to 7.00 m width with static roller, including necessary labour materials and artificial watering etc. | BI01010001010000000000000515BI0100001177 | 240 | Sq.mt |
| 66 | 66 | Item No.8 :-Compacting Size metal (100 mm Loose) Layer upto 2.00 to 7.00 m width with static roller, including necessary labour materials and artificial watering etc. | BI01010001010000000000000515BI0100001178 | 240 | Sq.mt |
| 67 | 67 | Sub Work No.6 :- Construction of Paving Blocks near at Jack-Well\n\nItem No.1 :- Excavation for roadway in earth, soli of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and convyeing the excavated materials with all lifts upto a lead of 50m. And spreading for embankment or stacking as directed | BI01010001010000000000000515BI0100001179 | 72 | Cum |
| 68 | 68 | Item No.2 :- Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with crushed sand/grit, ramming, watering etc. complete. | BI01010001010000000000000515BI0100001180 | 48 | Cum |
| 69 | 69 | Item No.3 :- Providing and laying cast in situ/Ready Mix cement concrete in M-10 of trap/granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (pan mixer) etc. complete. with natural sand/ V.S.I. qaulity Artificial Sand. | BI01010001010000000000000515BI0100001181 | 24 | Cum |
| 70 | 70 | Item No.4 :- Providing and Fixing heavy duty inter locking concrete coloured paving blocks of 60 mm thickness of having a strength of 300 kg/sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete | BI01010001010000000000000515BI0100001182 | 240 | Sqm. |
| 71 | 71 | Item No.5 :- Laboratory Testing Charges\nCement\nStandard consistancy, Fitness, sp. Gravity, Setting | BI01010001010000000000000515BI0100001183 | 1 | No. |
| 72 | 72 | Metal\nSieve Analysis | BI01010001010000000000000515BI0100001184 | 1 | No. |
| 73 | 73 | Water absorption, Specific | BI01010001010000000000000515BI0100001185 | 1 | No. |
| 74 | 74 | Paving block\nComp. Strength, Water absorption (Set of 8 Blocks) | BI01010001010000000000000515BI0100001186 | 2 | No. |
AI Tender Summary
Tender Timeline
Jan 25, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 03, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 04, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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