Construction Of Compound Wall, Internal Road And Related Work For Primary Health Center At Andhari, Tq. Sillod, Dist. Aurangabad.
Tender Value
60.27 Lakhs
Estimated cost
Bid Submission
21 Jan 2022
0 days left
EMD
60273
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sillod → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Compound Wall, Internal Road And Related Work For Primary Health Center At Andhari, Tq. Sillod, Dist. Aurangabad.
BOQ
| Sl. No. | Item Description |
| 1 | [ A ] COMPOUND WALL. |
| 2 | Excavation for foundation IN EARTH, SOIL OF ALL TYPES, SAND, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (LIFT UPTO 1.5 M.) BY MECHANICAL MEANS |
| 3 | Excavation for foundation IN EARTH, SOILS OF ALL TYPES, SAND,GRAVEL AND SOFT MURUM, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (LIFT FROM 1.5M TO 3.0M) BY MECHANICAL MEANS |
| 4 | Providing SOLING USING 80 MM SIZE TRAP METAL in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 5 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE IN M15 of trap/ granite/quartzite/gneiss metal FOR BED BLOCKS, FOUNDATION BLOCKS and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 6 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE M-15 of trap/ granite/quartzite/gneiss metal FOR COPING TO PLINTH OR PARAPET, MOULDED OR CHAMFERED as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade) |
| 7 | Providing and laying in situ /Ready Mix CEMENT CONCRETE M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work IN FOUNDATIONS LIKE RAFT, STRIP FOUNDATIONS, GRILLAGE AND FOOTINGS of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 8 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE M-20 of trap / granite /quartzite/ gneiss metal FOR R.C.C. COLUMNS as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 9 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE M-20 of trap / granite /quartzite/ gneiss metal FOR R.C.C. BEAMS AND LINTELS as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 10 | Providing and fixing in position TMT - FE - 500 BAR REINFORCEMENT OF VARIOUS DIAMETERS for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, 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 complete. |
| 11 | Providing FLY ASH BRICK MASONRY with conventional/ I.S. type bricks in cement mortar 1:6 IN SUPERSTRUCTURE including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 12 | 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 1Kilogramper 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. |
| 13 | Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete. |
| 14 | Providing and applying 2 Coats of 100% Pure acrylic water based paint with special heat reflectance property to withstand the harsh climate for period of atleast 10 years of approved make. Paint system should provide durable and long lasting finish with DFT of min 90 microns and should protect against concrete carbonation with R value of minimum 600 and equivalent concrete layer thickness value of min 150 cm. Paint should have breathability property and should be able to cover hairline cracks in the surface upto 0.5mm The paint has to be applied on a coat of high quality acrylic copolymer based alkali resistant primer with excellent penetrating properties including cleaning, with all leads and lifts at all levels etc complete, as directed by Engineer in charge. |
| 15 | Providing and fixing 50 MM. DIA. MEDIUM CLASS G.I.PIPE GATE WITH WICKET GATE of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. |
| 16 | Providing and erecting 1.5 METRE HIGH WIRE FENCING WITH SEVEN ROWS OF BARBED WIRE SUPPORTED ON M.S.ANGLES ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 17 | Providing preconstructional ANTITERMITE TREATMENT as per I.S. 6313 (Part-II) BY TREATING THE BOTTOM SURFACE AND SIDES OF EXCAVATION at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. |
| 18 | Providing preconstructional ANTITERMITE TREATMENT as per I.S. 6313 (Part-II) treatment by treating THE BACKFILL IN IMMEDIATE CONTACT WITH FOUNDATION at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per square metre of vertical surface area covering 10 years guarantee on bond paper. |
| 19 | Royalty Charges [A] For Sand (As per statement). |
| 20 | Carrying out test for Cement [A] Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness |
| 21 | Carrying out test for Concrete [A] Compressive Strength OF C.C. Cube(Set of 3 cubes). |
| 22 | Carrying out test for Bricks [A] Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). |
| 23 | Carrying out test for Steel Bar Testing [A]Upto 16 mm (Set of 3 Bars) Tensilestrength, %, Elongation, Yield Stress, Weight-Per Meter, Bend / Rebend Test, Proof Stress. |
| 24 | [ B ] C.C. DRAIN. |
| 25 | Excavation for foundation IN EARTH, SOIL OF ALL TYPES, SAND, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (LIFT UPTO 1.5 M.) BY MECHANICAL MEANS |
| 26 | Providing and laying in situ / ready mix CEMENT CONCRETE OF M-10 proportion with trap/ granite/ quartzite/ gneiss metal IN FOUNDATION including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 27 | Providing and laying in situ /Ready Mix CEMENT CONCRETE M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work IN FOUNDATIONS LIKE RAFT, STRIP FOUNDATIONS, GRILLAGE AND FOOTINGS of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 28 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE IN M-20 of trap/ granite/ quartzite/ gneiss metal FOR R.C.C. PARDI of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and rougheningthem if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 29 | Providing and laying Cast in situ/Ready Mix CEMENT CONCRETE M-20 of trap/ granite / quartzite/ gneiss metal FOR R.C.C. SLABS AND LANDINGS as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 30 | Providing and fixing in position TMT - FE - 500 BAR REINFORCEMENT OF VARIOUS DIAMETERS for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, 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 complete. |
| 31 | Providing internal CEMENT PLASTER 12MM THICK in single coat in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete. |
| 32 | Providing and fixing MILD STEEL GRILL WORK FOR WINDOWS, VENTILATORS ETC. 20 KILOGRAM/SQUARE METRE as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete. |
| 33 | Royalty Charges [A] For Sand (As per statement). |
| 34 | Carrying out test for Cement [A] Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness |
| 35 | Carrying out test for Concrete [A] Compressive Strength OF C.C. Cube(Set of 3 cubes). |
| 36 | [ C ] INTERNAL C.C. ROAD. |
| 37 | EXCAVATION FOR ROADWAY IN EARTH, SOIL of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 38 | 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 layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 39 | Supplying HARD MURUM/ KANKAR at the road site, including conveying and stacking complete. |
| 40 | SPREADING hard murum/ soft murrum/ gravel or kankar for side width complete |
| 41 | COMPACTING THE HARD MURUM side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 42 | Construction of DRY LEAN CEMENT CONCRETE Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. |
| 43 | Providing and laying in-situ M30 GRADE UNREINFORCED PLAIN CEMENT CONCRETE PAVEMENT over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, MIXED IN A BATCHING AND MIXING PLANT/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. |
| 44 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) |
| 45 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 46 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 47 | CONVEYING MATERIALS OBTAINED FROM ROAD CUTTING including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density FOR A LEAD OF OVER 50M. TO 300M. inclusive from the site of excavation to the site of deposition as directed. |
| 48 | Royalty Charges [A] For Sand (As per statement). |
| 49 | Royalty Charges [B] For Other Minerals (As per statement). |
| 50 | Carrying out test for Cement [A] Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness |
| 51 | Carrying out test for Concrete [A] Compressive Strength OF C.C. Cube(Set of 3 cubes). |
| 52 | [ D ] INTERNAL B.T. ROAD. |
| 53 | Providing EARTH WORK IN EMBANKMENT with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( MATERIAL OBTAINED FROM DEPARTMENTAL LAND) |
| 54 | Supplying HARD MURUM/ KANKAR at the road site, including conveying and stacking complete. |
| 55 | SPREADING hard murum/ soft murrum/ gravel or kankar for side width complete |
| 56 | COMPACTING THE HARD MURUM side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 57 | Construction of GRANULAR SUB-BASE by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material |
| 58 | Providing, laying, spreading and compacting stone aggregates WBM Gr-l, of specific sizes to WATER BOUND MACADAM specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. BY MECHANICAL MEANS - GRADING I (USING SCREENING TYPE A (13.2) MM AGGREGATE) |
| 59 | Providing, laying, spreading and compacting stone aggregates of WBM Gr-ll, specific sizes to WATER BOUND MACADAM specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. BY MECHANICAL MEANS - GRADING II (USING SCREENING TYPE B (11.2 MM) AGGREGATE) |
| 60 | Providing and CONSTRUCTING 75 MM. THICK MODIFIED PENETRATION MACADAM (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% CRUSHER BROKEN METAL + 70% HAND BROKEN (BY BREAKING RUBBLE OBTAINED BY BLASTING) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. INCLUDING PICKING OF EXISTING WBM SURFACE. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 61 | OPEN GRADED PREMIX SURFACING- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( OVER MPM SURFACE) (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 62 | Providing and applying TACK COAT on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer ON DRY / HUNGRY B.T. SURFACE 3 KG/10 SQM. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 63 | Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates) |
| 64 | Carrying out test for Bitumen [A] Penetration, Softening Point, Flash & Fire Point, Specific Gravity. |
| 65 | Carrying out test for Bitumen [C] Ducility / Elastic Recovery. |
| 66 | Carrying out test for Bitumen [D] Extraction Test (Bitumen Mix). |
| 67 | Carrying out test for Bitumen [E] Extraction &Sieve Analysis of Bituminous mix (for BM/DBM/AC) (2 samples of extraction for one sieve analysis including extraction) |
| 68 | Carrying out test for Soil / Murum [A] Sieve Analysis. |
| 69 | Carrying out test for for Soil / Murum [H] Field Density by Sand replacement method. |
AI Tender Summary
Tender Timeline
Jan 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 22, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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