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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.6 LAccepted-AOC | 1 | Accepted-AOC Lowest bid value | |
| 2 | 2₹9.1 L+₹47,133.48 (5.46%)Rejected-AOC SALIM MANZIL KARIMANCODE P O PALODE THIRUVANANTHAPURAM 695 562 | KOLLAM | KERALA | 695562 | 2 | Rejected-AOC 2 nd Highest bid value | |
| 3 | 3₹9.3 L+₹64,899.84 (7.51%)Rejected-AOC KOLLAM KERALA | PATHANAMTHITTA | KERALA | 689694 | 3 | Rejected-AOC 3 rd highest bid value | |
| 4 | 4₹9.3 L+₹68,343.46 (7.91%)Rejected-AOC | 4 | Rejected-AOC 4 th Highest bid value | |
| 5 | 5₹9.4 L+₹79,550.57 (9.21%)Rejected-AOC | 5 | Rejected-AOC 5 th Highest Bid value |
| Sl No | Description | Qty | Unit | Sunilal L3 | NAZEEM LAL A S L2 | T G PRATHAP L1 | ANAS A N L5 | JAYAPRASAD V G L4 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1 ½ :3 (1 cement : 1 ½ coarse sand :3 graded stone aggregate 20 mm nominal size). | 17.33 | M3 | 9,547.45 ₹1,65,457.31 | 9,402 ₹1,62,936.66 | 8,897 ₹1,54,185.01 Lowest | 10,000 ₹1,73,300 | 9,604.79 ₹1,66,451.01 |
| 1.02 | Providing and laying cement concrete in floor, excluding the cost of centering, shuttering and finishing:
1:11/2:3 (1 cement : 11/2 coarse sand :3 graded stone aggregate 20 mm nominal size) | 5.85 | M3 | 10,046.7 ₹58,773.2 | 9,865 ₹57,710.25 | 9,336 ₹54,615.6 Lowest | 10,000 ₹58,500 | 10,078.53 ₹58,959.4 |
| 1.03 | Centering and shuttering including strutting, etc. and removal of form for:
Columns, Pillars, Piers, Abutments, Posts and Struts | 130.63 | M2 | 821.18 ₹1,07,270.74 | 806.5 ₹1,05,353.1 | 763 ₹99,670.69 Lowest | 850 ₹1,11,035.5 | 823.78 ₹1,07,610.38 |
| 1.04 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level
Thermo - Mechanically Treated bars of grade Fe-500D or more. | 2,090.59 | Kg | 93.46 ₹1,95,386.54 | 91.15 ₹1,90,557.28 | 87 ₹1,81,881.33 Lowest | 95 ₹1,98,606.05 | 93.77 ₹1,96,034.62 |
| 1.05 | Anchoring reinforcements into the existing concrete members with epoxy grouts up to 100mm depth. The cost to include necessary drills in concrete and finishing the same. | 50 | Nos | 236.75 ₹11,837.5 | 232.5 ₹11,625 | 220 ₹11,000 Lowest | 230 ₹11,500 | 237.5 ₹11,875 |
| 1.06 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 2.71 | M2 | 6,993.7 ₹18,952.93 | 6,868 ₹18,612.28 | 6,499 ₹17,612.29 Lowest | 7,300 ₹19,783 | 7,015.86 ₹19,012.98 |
| 1.07 | 12 mm cement plaster of mix:
1:4 (1 cement: 4 fine sand) | 130.63 | M2 | 298.65 ₹39,012.65 | 293 ₹38,274.59 | 278 ₹36,315.14 Lowest | 300 ₹39,189 | 299.6 ₹39,136.75 |
| 1.08 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing /panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, panelling and dash fasteners to be paid for separately):
For fixed portion
Polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) | 40 | Kg | 520.14 ₹20,805.6 | 510.6 ₹20,424 | 484 ₹19,360 Lowest | 530 ₹21,200 | 521.8 ₹20,872 |
| 1.09 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in- Charge. Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub-head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accredited by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories 1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr” 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.” 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range up to 2000 ml” 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times designing wind pressure without any failure) as per ASTME-330-10 testing method for a range up to 50 mm” 5. Seismic Movement Test (up to 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) up to 2000ml”. | 24.67 | M2 | 3,301.05 ₹81,436.9 | 3,241 ₹79,955.47 | 3,068 ₹75,687.56 Lowest | 3,400 ₹83,878 | 3,311.51 ₹81,694.95 |
| 1.10 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge.(25.4) | 2 | M2 | 3,540.2 ₹7,080.4 | 3,476 ₹6,952 | 3,290 ₹6,580 Lowest | 3,600 ₹7,200 | 3,551.42 ₹7,102.84 |
Tender Value
₹9.8 L
EMD Value
₹24,600
Closing Date
27 Oct 2023, 4:00 pmClosed
The Director JNTBGRI
THE DIRECTOR JNTBGRI KARIMANCODE P O
Establishment of Bamboo Museum
2023_KCSTE_613345_1
JNTBGRI/ES/2287/23
Open Tender
Civil Works - Buildings
Item Rate
60 days
JNTBGRI, Palode
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,325
Yes
₹24,600
Yes
26 Nov 2025
16 Oct 2023
31 Oct 2023
16 Oct 2023
27 Oct 2023
16 Oct 2023
Amount
Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1 ½ :3 (1 cement : 1 ½ coarse sand :3 graded stone aggregate 20 mm nominal size).
Providing and laying cement concrete in floor, excluding the cost of centering, shuttering and finishing: 1:11/2:3 (1 cement : 11/2 coarse sand :3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more.
Anchoring reinforcements into the existing concrete members with epoxy grouts up to 100mm depth. The cost to include necessary drills in concrete and finishing the same.
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
12 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand)
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing /panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, panelling and dash fasteners to be paid for separately): For fixed portion Polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron )
Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in- Charge. Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub-head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accredited by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories 1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr” 2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.” 3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range up to 2000 ml” 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times designing wind pressure without any failure) as per ASTME-330-10 testing method for a range up to 50 mm” 5. Seismic Movement Test (up to 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) up to 2000ml”.
Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge.(25.4)
Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., all complete for the required performance as specified, as per the architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in - Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass panels in the curtain glazing is included in cost of relevant item*). (ii) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face #2, + 12mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35%, Light reflection internal 10 to 15%, light reflection external 10 to 20%, shading coefficient (0.25 - 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
Supplying and fixing MS fabricated works in Handrails, Gates, Ladder, Grill doors and gates, balustrades, etc. The cost to include fabrication as per detailed drawings inclusive of detailed construction drawings with necessary inserts, bolts, jointing details, etc. The cost to include applying two coats of anti-corrosive epoxy paint of approved make and shade over primer, complete. The cost to include erection at all heights and levels, scaffolding, drilling, grouting in concrete with necessary chemical and finishing with paint etc. Grills for windows, MS grill and gate along the stairs
NAZEEM LAL A S
Sunilal
JAYAPRASAD V G
ANAS A N
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