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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC VADIVELAYYANAYAM | ₹5.6 L | L1 | Accepted-AOC Lowest rate |
| 2 | L2₹6.8 LRejected-Finance | ₹6.8 L | L2 | Rejected-Finance Highest rate |
| Sl No | Description | Qty | Unit | MR.P.ARUNKUMAR, CONTRACTOR L2 | MURUGESAN L1 |
|---|---|---|---|---|---|
| 1.00construction of bus shelter | |||||
| 2.00 | Earth work excavation for foundation(for narrow excavation)to full deoth as per degin to all soil and sub soils except soft disintegated rock not requring blasting and hard rock requiring blasting and bailing water whereever necessary.Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.,complete complying wwith std specifcation | 13.14 | Cum | 273 ₹3,587.22 | 263.5 ₹3,462.39 |
| 3.00 | Filling in basement with excavated earth in layers of not more than 15cm thick well rammed,watered and consildated complying with std specification etc., complete | 7.79 | Cum | 55 ₹428.45 | 45.7 ₹356 |
| 4.00 | Supply and filling in foundation and basement and trenches with filling sand in layers of not more than 15cm thick,well watered rammed and consolidated complyin with std specification | 2.6 | Cum | 1,882 ₹4,893.20 | 1,872.2 ₹4,867.72 |
| 5.00 | Cement concrete 1:4:8(one cement,four crushed stone and Eight hard broken stone jelly)using 40mm gauge hard broken granite stone jelly for foundation and basement including cost of mortar plasticizer curing etc.,complete complying with standard specification and as directed by departmental officers mixing mechanaical means for 10cum | 4.75 | Cum | 5,537 ₹26,300.75 | 5,527.5 ₹26,255.63 |
| 6.00 | Brickwork in 1:5 mix cement mortar using best quality burnt clay brick of size 8 3/4"x4 1/4"x 2 3/4" with class designeed of 7.5 confirming to IS 1077-1992 for foundation and basement including cost of motor plasticizer etc.,complete complying with standard specification and as directed by departmanetal officers.Brickwork shall be done as per IS 2212-1991 adopting English bond generally,other type of bond shall be done as directed by Executive engineer in charge for 100 CFT | 8.71 | Cum | 6,220 ₹54,176.20 | 6,200.7 ₹54,008.10 |
| 7.00 | Supply and erecting centering shuttering including necessary supports forplane surface in foundation and basement and in all floor for RCC column footing column plinthbeam,beams,roof slab,staircase steps,bed blocks,critical pier etc.,using mild steel sheets of size 90x60 and gauge stifeness,welded with mild steel gauge of size 25mmx25mmx3mm for boarding laid over silver oak(country wood)scantling of size 10cmx6.5cm spaced of about 90cm center to center and supported by casuria prop of 10cm to 13cm dia spaced at 75cm center to center complete complying with standard specification and as directed by departmental officers including conbeyance of all materials to site and proper centering etc complete | 86.72 | Sqm | 2,015 ₹1.7 L | 1,095 ₹94,958.40 |
| 8.00 | steel Fe500D supply and fabrication and placinf of reinforcement steel in high yeild strength ribbed bars of various diameter and grade confirming to IS 1786 for reinforced concrete work.The work recoiling,straightening,cutting,bending,fabrication and placing in position at all levels including lead and lift according to drawing,specification etc.complete and supply and use of18G black annealed binding wire double fold to the tiethe bars in specific position cover and complete including all labour charges etc as directed by departmental officers | 1,200 | kg | 120 ₹1.4 L | 91.5 ₹1.1 L |
| 9.00 | Provinding and laying in position,standarised concrete mix M-25 grade in accordance with IS 456-2000 using 20mm anad down graded hard broken granite stone jelly for all RCC items of works with minimum cement concrete 350kg/m3 and maximum water cement ratio of 0.5,including admixture(plasticeser/super plasticer)in recommended proportion as per IS 9103 to accelerate ,retard setting of concrete,improve workablity without imparing strength and duralibility with about(5.0cum0 7730kg of 20mm machine crushed stone jelly and with about(4.79cum)7670 kg of Msand but excluding cost of reinforcement grill and with mechanical vibrotor,finisi]hing curing,etc and providing fixtures like fanc clams in RCC floor/roof slab wherever necessary without claming extra etc,.complete complying with standard specification and asdirected by departmental officers | 11.65 | Cum | 8,756 ₹1.0 L | 8,746.7 ₹1.0 L |
| 10.00 | Paving the floor with best quality stain free nano polish vertified tiles of size 600x600x8mm of approved colour,shade and quality and in cement mortar 1:3 20mm thick in all floors and top pointed with the white cement mixed same colour pigments etc.,complete complying with standard specification | 19.33 | Sqm | 1,206 ₹23,311.98 | 1,196 ₹23,118.68 |
Tender Value
₹7 L
EMD Value
₹7,000
Closing Date
31 Dec 2025, 4:00 pmClosed
BDO (B.Pt), Radhapuram
Block Development Office, Radhapuram
Construction of bus shelter at Thomaiyapuram in Vijayapathi Village Panchayat of Radhapruam Panchayat Union
2025_RDTN_636530_1
SFC 2025-2026
Open Tender
Civil Works
Block Development Office, Radhapuram
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹7,000
2 Jan 2026
26 Dec 2025
31 Dec 2025
26 Dec 2025
31 Dec 2025
26 Dec 2025
Amount
construction of bus shelter
Earth work excavation for foundation(for narrow excavation)to full deoth as per degin to all soil and sub soils except soft disintegated rock not requring blasting and hard rock requiring blasting and bailing water whereever necessary.Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.,complete complying wwith std specifcation
Filling in basement with excavated earth in layers of not more than 15cm thick well rammed,watered and consildated complying with std specification etc., complete
Supply and filling in foundation and basement and trenches with filling sand in layers of not more than 15cm thick,well watered rammed and consolidated complyin with std specification
Cement concrete 1:4:8(one cement,four crushed stone and Eight hard broken stone jelly)using 40mm gauge hard broken granite stone jelly for foundation and basement including cost of mortar plasticizer curing etc.,complete complying with standard specification and as directed by departmental officers mixing mechanaical means for 10cum
Brickwork in 1:5 mix cement mortar using best quality burnt clay brick of size 8 3/4"x4 1/4"x 2 3/4" with class designeed of 7.5 confirming to IS 1077-1992 for foundation and basement including cost of motor plasticizer etc.,complete complying with standard specification and as directed by departmanetal officers.Brickwork shall be done as per IS 2212-1991 adopting English bond generally,other type of bond shall be done as directed by Executive engineer in charge for 100 CFT
Supply and erecting centering shuttering including necessary supports forplane surface in foundation and basement and in all floor for RCC column footing column plinthbeam,beams,roof slab,staircase steps,bed blocks,critical pier etc.,using mild steel sheets of size 90x60 and gauge stifeness,welded with mild steel gauge of size 25mmx25mmx3mm for boarding laid over silver oak(country wood)scantling of size 10cmx6.5cm spaced of about 90cm center to center and supported by casuria prop of 10cm to 13cm dia spaced at 75cm center to center complete complying with standard specification and as directed by departmental officers including conbeyance of all materials to site and proper centering etc complete
steel Fe500D supply and fabrication and placinf of reinforcement steel in high yeild strength ribbed bars of various diameter and grade confirming to IS 1786 for reinforced concrete work.The work recoiling,straightening,cutting,bending,fabrication and placing in position at all levels including lead and lift according to drawing,specification etc.complete and supply and use of18G black annealed binding wire double fold to the tiethe bars in specific position cover and complete including all labour charges etc as directed by departmental officers
Provinding and laying in position,standarised concrete mix M-25 grade in accordance with IS 456-2000 using 20mm anad down graded hard broken granite stone jelly for all RCC items of works with minimum cement concrete 350kg/m3 and maximum water cement ratio of 0.5,including admixture(plasticeser/super plasticer)in recommended proportion as per IS 9103 to accelerate ,retard setting of concrete,improve workablity without imparing strength and duralibility with about(5.0cum0 7730kg of 20mm machine crushed stone jelly and with about(4.79cum)7670 kg of Msand but excluding cost of reinforcement grill and with mechanical vibrotor,finisi]hing curing,etc and providing fixtures like fanc clams in RCC floor/roof slab wherever necessary without claming extra etc,.complete complying with standard specification and asdirected by departmental officers
Paving the floor with best quality stain free nano polish vertified tiles of size 600x600x8mm of approved colour,shade and quality and in cement mortar 1:3 20mm thick in all floors and top pointed with the white cement mixed same colour pigments etc.,complete complying with standard specification
Finishing the topof sloped roof,sunshade with decorative tiles of approved quality laid in cement mortor 1:3 20mm thick mixed with WPC at 2% by weight of cement used and top pointed with same red oxide mixed mortor etc.,complete
Plastring with cement mortor 1:5 12mm thick in all floors including mortor plasticizer at 200ml per 50kg of cement used,curing etc.complete complying with standard specification and as directed by departmental officers
Supplying and applying two coats of putty of 3mm thick over the exposed RCC surface of celing including finishing the joints smoothy with grinding machine and the surface shall be throughly cleaned out of dust and scrubbing.The surface shall be allowed to dry for atleast 48 hours.it shall been sand papaered to give a smooth and even surface.any uneveness shall be made good by applying 1st coat putty mixed with water on the entire surface including filling up the undulation and applying 2nd coat of putty after 6hours of 1st coat of putty and then sand papered the same afer it is dry and finishing the surface smothly,etc.complete
Painting two coats of newely plastered wall surface with ready mixed plastic exterior emlusion paint of 1st quality and of approveed colour over a priming coat including through scrapping,clean removal of dirt,and including necessary pllaster of paris putty,wherever required etc.complete complying with standard specification and as directed by the departmental officers
MR.P.ARUNKUMAR, CONTRACTOR (BID ID -1549860)
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