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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAccepted-AOC EBENEZER C C33 1185A CHALIKAVATTOM VENNALA P O KOCHI KERALA 682 028 | ERNAKULAM | KERALA | 682028 | L1 | Accepted-AOC Being lowst | |
| 2 | L2₹39.3 L+₹2.6 L (7.05%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹42.2 L+₹5.4 L (14.8%)Rejected-Finance HOUSE NO 105 PANTHEERMA VILLAI NEAR NELLIKKAVILLAI CSI CHURCH VELLAYAMBALAM VENCODE P O KANYAKUMARI DIST TAMIL NADU 629 171 | VENCODE | KANYAKUMARI | TAMIL NADU | 629171 | L3 | Rejected-Finance Not being lowest |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
27 Jan 2022, 6:00 pmClosed
CWE WELLINGTON
Headquarters, Commander Works Engineers, Military Engineer Services Ministry of defence Wellington, Barraks-Post, The Nilgiris, PIN 643231
PROVN OF BITUMINOUS ROAD FOR SAINCHA TRG GROUND AND SPL REPAIRS TO ROADS, PATHS AT MUKKUNNIMALA AT PANGODE MIL STN UNDER GE (ARMY) TRIVANDRUM.
2021_MES_498687_1
84889/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
TRIVANDRUM
Class D
Category a (v)
8 documents required · 8 mandatory
₹500
GE (ARMY) TRIVANNDRUM
₹76,000
Yes
19 Feb 2022
31 Dec 2021
4 Feb 2022
31 Dec 2021
27 Jan 2022
15 Jan 2022
1 Jan 2022 - 7 Jan 2022
Amount
Excavation over areas not exceeding 1.5m deep and getting out in hard/dense soil all as specified and directed
Rolling and consoildating formation surfaces with 8 to 12 tone power roller all as specified and as directed
M&L 150mm spread thickness soling with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidaed to required gradient and camber all as specified and directed.
M&L 150mm thick WBM, in two layers of 75mm thick each (Compacted thickness) with coarse aggregate of grading 2 (63mm to 40mm size) of type granite, trap or basalt, spreading, rolled and consolidated to required gradient and camber with 8 to 10 tonne capacity power roller, complete all as specified and directed.
M&L Preparing WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying even a priming/tack coat with bituminous primer using bitumen at 10kg/10sqm of paving bitumen complete all as specified and as directed.
M&L Bituminous premixed semi dense asphaltic concrete, 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen VG-30, rolled and compacted to required camber and gradient with 8 to 10 tone capacity power roller complete all as specified and as directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for or for shafts wells cess pits manholes pile holes not exceeding 10 Sqm on plan and not exceeding 1.5m in depth and getting out in hard/disintegrated rock complete all as specified and as directed.
M&L Plain cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete all as specified and as directed.
M&L Precast cement concrete solid block masonry in PCC 1:3:6, type C1, using 20mm graded stone aggregate and set in CM 1:4 complete all as specified and as directed.
M&L 15 mm thick, rendering in Cement Motar 1:4 finished with even and smooth without using extra cement on fair faces of brickwork or concrete surface complete all as specified and as directed.
M&L Cement concrete 1:3:6, type C1, using 20mm graded stone aggregate as in coping etc., including necessary form work complete all as specified and as directed.
Extra for forming fair finished drain or channel not exceeding 50cm inner girth in cement concrete using extra cement including forms moulds etc complete all as specified and as directed.
M&L Precast cement concrete blocks in PCC 1:2:4, type B1, using 20mm graded aggregate and set in CM 1:6 as in kerbs complete all as specified and as directed.
M&L Precast cement concreteslabs/shelves/landing and similar articles with plain faces in 1:2:4 type B1 using 20mm graded stone aggrgate and set in CM 1:4 complete all as specified and as directed.
M&L TMT steel bars 10 mm dia and over, cut to length , bent to shape required, including cranking, bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed ) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.
Returning and filling in including spreading levelling watering and well ramming in layers not exceeding 25cm in soils complete all as specified and as directed
Removing excavated soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
M&L Repair to potholes any depth, not exceeding 1 sqm and not exceeding 30mm in depth each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and as directed.
M&L Preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying evenly a priming/ tack coat over black top surface using paving bitumen at 5 Kg/10 Sqm complete all as specified and as directed.
M&L Cleaning and preparing the cement or bituminus road surfaces/existing painting surfaces of continous or broken lines or new painting surface of cement or bituminous surfaces and applying 2.5mm thick road marking painting with Reflective thermoplastic paint confirming to BIS 3262 (1989) of specified shade/ colour laid down, in 100 to 150mm width through fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater complete all as specified and directed. Note:- i) Road marking paint shall confirm to MORTH 803.4 Ver III (Specification for thermoplastic road marking material). ii) The colour, width and layout of road markings shall be in accordance with the code of practice for road marking with paints, IRC:35.
Demolition of stone slabs/tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar and remove the rubbish off the premises complete all as specified and directed.
M&L 75 mm thick, PCC 1:3:6, type C1, using 40 mm graded stone aggregate as in sub base of floors/pavings etc. complete all as specified and as directed.
M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and as directed.
M&L PCC 1:2:4, type B1, using 20mm graded aggregate as in kerbs or mud stops etc rounded or chamfered etc complete all as specified and as directed.
AKASH CONSTRUCTIONS
DJ GROUP
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